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�o�UFFO(,f oGy Town of Southold 7/7/2020 k • P.O.Box 1179 r� 53095 Main Rd � 0 day? Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41235 Date: 7/7/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 180 Custer Ave, Southold SCTM#: 473889 Sec/Block/Lot: 70.-8-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/19/2019 pursuant to which Building Permit No. 44219 dated 9/26/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, front and rear entries and attached one car garage as gas applied for. The certificate is issued to Custer Tackle Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0088 6/28/2020 ELECTRICAL CERTIFICATE NO. 44219 6/15/2020 PLUMBERS CERTIFICATION DATED 6/18/2020 Paul Rup Aut ot Si ature TOWN OF SOUTHOLD �gUfFQ(,yC` � BUILDING DEPARTMENT oo s TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44219 Date: 9/26/2019 Permission is hereby granted to: Wright Jr, Ralph 10 Cheryl Ln Patchogue, NY 11772 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 180 Custer Ave, Southold SCTM # 473889 Sec/Block/Lot# 70.-8-30 Pursuant to application dated 9/19/2019 and approved by the Building Inspector. To expire on 3/27/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,553.20 CO -NEW DWELLING $50.00 Total: $1,603.20 A - Bu%n d I n spaer& Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters_ 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 l f r Date. I New Construction: V Old or Pre-existing Building: (check one) Location of Property: CSS Aoc_ I �j House No. 1 , Street Hamlet Hamlet Owner or Owners of Property: �� 'I 1V-- _I o Suffolk County Tax Map No 1000, Section ® Block Lot Subdivision II Filed Map. Lot: Permit No. L(qp`L� Date of Permit. phi Applicant: Health Dept. Approval: �1� ! --�d ®IS Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ JOE Applicant Signature fr Town Hall Annex YOE, Telephone(631)765-1802 54375 Main Road _ ;X ` ~;�e� '�,�{ :"° Fax(63 i)765-9502 P.O.Box 1179 ' ' x Southold,NY 11971-0959 j F BUILDING DEPARTMENT ;- TO T OF S �,7THOLD JUL — 6 2020 BUIT DTING DEP7, Date: Building Permit No.q Owner: �� �1 � j (Please print) Plumber:AA (Please pr } I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( m ers S g ature} Sworn to before me this day of J UY1� , 20 a Notary Public, IJ��S�,U county D NA ANDRIELtO ,� Notary Public .-State,of ''York No. 01 AN6364554' YQualihed:in Nassau County AAy Comm. Expires Sep. 18, 2021 Qlf so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlinCD-town.southold.ny.us Southold,NY 11971-0959 ®�yc®UNTB,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Custer Tackle Inc Address: 180 Custer Ave city:Southold st: NY zip- 11971 Building Permit#• 44219 Section. 70 Block: 8 Lot: 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubauer Electric LLC License No: 3687ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 35 Ceding Fixtures 13 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 5 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 19 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 40A Ceiling Fan 4 Combo Smoke/CO 2 Transformer UC Lights 5Puck Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 3g 4'LED Exit Fixtures 11 Pump 1 Other Equipment- WAD, DW, Oven, Fridge, Micro, 1 Combo 20A Breaker, 3 ARC Fault 15A Breaker 5 ARC Fault 20A Breaker Notes Inspector Signature: Date: June 15, 2020 S Devlin-Cert Electrical Compliance Form.xls so(/lh� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 [ FOUNDATION 1ST A(b [ ] -ROUGH PL13G. [ ] FOUNDATION 2ND = [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY -[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O - REMARKS: I1 fs," I.S oa-F. r . LiV Ow aw vi JI.YAwr� Y ✓ t4tj _ L DATE INSPECTOR r =- ��v`� �o��oFsouryo6 # # TOWN OF SOUTHOLD BUILDING DEPT.- �o . ,o `ycourm��'' 765-1802 INSPECTION [ ] OUNDATION 1 ST [ ] ROUGH PL13G. { FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- FIRE-RESISTANT NSPECTION- FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [, ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: n Z. DATE Z INSPECTOR Of SOUlyO6 l Li Z I I V V&r A V Lj # # TOWN OF SOUTHOLD BUILDING DEPT: ; °�yco„Nn ' 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ,,I: SU-9,0 VV HAT 1.S_ �fA;PRO45-rAZ/N4 W tt" QRAVF, 7U-r �. lAr "FA-MMgA..,T- DATE /22-77 D INSPECTOR aid �o,�OF SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPEC ION = [ ] FOUNDATION 1ST [ ROUGH PL13G. IFRA OUNDATION 2ND [ ] INSULATION/CAULKING- G /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ` ' [` ]- FIRE SAFETY INSPECTION _ [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t T4 A I - t_lvhh VW DATE oZ� INSPECTOR �o��,oF souTyo`o * # TOWN OF SOUTHOLD BUILDING- DEPT. 765.1802 INSPECTION [ ]° FOUNDATION 1 ST [ rINSULATIOWCAULKING GH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ ] FINAL [ ]' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL-) [ ] CODE VIOLATION [ ] PRE C/O - REMARKS-: A, A, fe, 1; k, .� x MA 3 aero ` - - , DATE- INSPECTOR ofsoury 't y 2r I �� � ctos)e� Ave- TOWN1 OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- I FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ j FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) - e .�- [ ] CODE VIOLATION PRE C/O REMARKS: DATEsE fL0 INSPECTOR Of SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. °�courm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ . ] -ROUGH PLBG. [ ] FOUNDATION 2ND- =[ - ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL P/fi [ ] FIREPLACE & CHIMNEY [ ] FIRE,SAFETY INSPECTION RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ` IK4<f 9 VVUeA_,-- 0 &vvhtl_.-.s � r DATE INSPECTOR 6/15/2020 Gmail-(no subject) C3mail Paul Davey<sligo87@gmail.com> (no subject) 1 message Paul Davey<sligo87@gmail.com> Mon, Jun 15, 2020 at 9:38 AM To: Sligo87@gmail.com F 757 f 3� FL �..�� � o https://mail.google.com/mail/u/0?ik=42c56fb3 i 4&view=pt&search=all&permthid=thread-f%3A1669572391832118625&simpl=msg-fIA3A16695723918... 1/2 6/15/2020 Resized-20200422-122743.jpg a ¢ 197, 44 All imp Y" r yp i x .ti x r. S 9 j Ya �'. l.n✓" .t s 1 https://mail.google.com/mail/u/0/?tab=rm&ogbl#inboxlFMfcgxwHNgJFXfLSgSbPxHGzkPgsmpIX?projector=l 1/1 6/15/2020 Resized-20200422-122807.jpg a Y. x ,:^ " •r z {v' .1. _ ,a XW AOL 1 A � _ 4 , https://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgxwHNgJFXfLSdGFPggkWCNTWNvCT?projector=l 1/1 6/15/2020 Resized-20200422-131034.jpg a � t _ xK A +w y, ryq{I k '9Y �, 9 V zt,. tot v Ylar. 4, mh ,,,,: ' n https://mall.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgxwHNgJFXfLSZrZXgKGPxJtgfMpi?projector-1 111 6/15/2020 Resized-20200422-133812.jpg , n a t: 4♦"s 4 t.N https://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgxwHNgJ FXfLSWfwcMFWWCHzXmN WW?projector-1 1 i1 6/15/2020 Resized-20200422-133920.jpg e:Yls *h:. '•rySn :!."" y,,, ebb YA 41 F r t � yy V' x� f' ti �• s 4 �_ ' 'hip° �._. v, rr. a � , • . https:/imail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FWcgxwHNgJFXfLKZXgjQRxIDgMnfTdF?projector-1 1l1 6/15/2020 Resized-20200422-133842.jpg i }r �. Le —10 Llai- .."..v'�.ar b, •4o- y� v a..� p•l�-� `\� �`- �' "•-aayye�.__*w��4f'�' �-_.�}y r. ��- a e t . 1 aye' �' `"C >'� Wi�yti� �4 •,1A 4 ,.,y��'tC�S,�['y� �y. W t at,yy yr ���� a 4.� s t ay'fi• ti .,s �'�k �-w��'..'" vy' :� 'rz;`,,li �'„`w� bra,'•,� w .yw.Y(*,�'t � � `„� •"�"�'► ... "'���,�in. h r T w A .a https:/imail.google.com/maiVu/0/?tab=rm&ogbl#inbox/FMfcgxwHNgJFXfLKWLvgdppDlrPhntTq?projector-1 1l1 6/15/2020 Resized-20200422-133932.jpg +t At i ` •p�'S ry (�1 t rL n k ti,rri', a : �•; , 4.. i . ai w. r y , q g .1 https://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgxwHNgJFXfLKSzBxsgktDXgbXTDw?projector-1 1/1 Hoge Energy Rating Certificate Rating Date: 2019-09-18 Registry ID: Unregistered Projected ReportRegistry ID: VvnDAOkL Index 180 Custer St Your home'sperformance Southold, NY 11971 numbef, the moret - - $ 21111 Builder: home.To learn more, visit !"Relative to an average U.S.home Sligo Construction Corp ,,.'G Your Home's-Estimated Energy Use: This horse meets or exceeds the Use[MBtul Annual Cost criteria of the following: Heating 58.8 $1,107 2016 New York ECCC Cooling 1.1 $33 2015 International Energy Conservation Code Hot Water 10.4 $192 2009 International Energy Conservation Code Lights/Appliances 21.8 $1,016 2006 International Energy Conservation Code Service Charges $86 Generation(e.g.Solar) 0.0 $0 Total: 92.3 $2,435 HERS'Index Home Feature Summary: Rating Completed by: , Notautew Home Type: Single family detached Energy Rater.Matt Wahl aso Model: Custom Home RESNET ID:2572845 tins n160 Community: n/a ssa Conditioned Floor Area: 2,846 ft? Rating Company-Energy Rating Service Inc �e 00 35 Tellar Dr,Islip Terrace,IVY 11752 iw Number of Bedrooms: 3 631-383-4198 Reference Home300 Primary Heating System: Furnace•Oil•86.7 AFUE r ps—#40 Primary Cooling System: Air Conditioner.Electric•14.5 SEER Rating Prov4der.EnergyVanguard -d -- ?o Primary Energy Factor 533 W HowardWater Heating: eater.Oil-0.79 Ener ,Suite E,Decatur,GA 30030 g Water H- - 678-662-4332 :. '• House Tightness: 3 ACN50 ;. ThlsHomo Ventilation: 86.0 CFM-35.0 Watts ` 3 = 3 30 Dud Leakage to Outside: 20 CFM25(0J/100 s.f.) ao Above Grade Walls: R-20 Zero Energy Sa Ceiling: Attic,R-30 Mame 0 Window Type: U value:0.32,SHGC:0.29 Matt Wahl,Certified Energy Rater Foundation Walls: R-11 Date.:9/18/19 at 8:44 PM pe:K • •y WngosL, • ! 0 O i•• • 9 • • i i' -IRM York E CC 2016 performance Compliance Property Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold, NY 11971 631-383-4198 Model: Custom Home Matt Wahl Community:n/a Builder 180 Custer St, Southold Sligo Construction Corp R819-1-180CUSTER MJW Annual Energy Cost Design New York BCCC 2018 Performance As Designed Heating $1,494 $1,480 Cooling $89 $85 Water Heating $344 $344 Sub7`otat= Use'dr#a # ,• i. ., rMjge'c®rri p. . _,_ .,`.,,•,,t:.-_. , ";':' .,;' fights&Appliances $1,116 ..x$1,129 Onsite generation $0 $0 ;, ,.t.� '� - , - .;�,.z. �., ;" ;: 3'043,. Requirements 05 C Perfomrance=ti'as R402.4.1.2ed com fiance' 'Sses'b 0.910' F = Air Leakage Testing~ Air seating is 3.00 ACH at/50 Pa,it must not exceed 3.00 ACN at 50 Pa. f V -F24D2;5; - Ai'a= e ,�deight d;avera r fe 'pstiatioq'SFi'CG•.. - '';." .r,=i,,` 8402.5 Area-weighted average fenestration U-Factor R403.6.1 Mechanical Ventilation Efficacy Mandatory,dheckC�t+ T�tatidatt�ry c�;iife rega'iremerits.tiat'are not :.. •y checked by Ekotrope must lie.ttiet. R405.2 Duct Insulation F . - Design exceeds requirements for New York ECGC 2016 Performance compliance by 0.9°!0. As a 3rd party extension of the code jurisdiction utilizing these reports,l certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted intemational Energy Conservation Code based on Climate Zone 4.it rating is Projected,i certify that the building design described herein is consistent with the building plans, specifications, and other calculations submitted with the permit application. it rating is Confirmed, I certify that the address referenced above has been inspecteditested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC orwill be verified as such by another party Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Date: 9118/19 at 8:44 PM Ekotrope RATER-Version 2.2-5.2255 New York ECCC 2016 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Toot All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown an this report. Air Leakage Report Property Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold, NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community:n/a Builder 180 Custer St, Southold Sligo Construction Corp R819-1-180CUSTER-MJW General Information Conditioned Floor Area[sq.ft.] 2,846 Infiltration Volume[cu. ft.] 25,568 Number of Bedrooms 3 Air Leakage Measured Infiltration 3 ACH50 ACH50(Calculated) 3.00 ELA[sq. in.](Calculated) 70.31 ELA per 100 s.f. Shell Area (Calculated) 1.120 CFM50(Calculated) 1,278 CFM50/s.f.Shell Area(Calculated) 0.204 Duct Leakage System 1 Leakage to Outdoors 20 CFM25(0.7/ 100 s.f.) Total Leakage TestType Post-Construction Total Leakage[CFM @ 25 Pa] 20.0 Total Leakage[CFM25 f 100 s.f.] 0.7 Total Leakage[CFM25/CFA] 0.007 Mechanical Ventilation Rate[CFM] 86.0 Hours per day 24.0 Fan Watts 35.0 Recovery Efficiency% 59.0 Runs at least once every 3 hrs? true Average Rate[CFM] 86.0 2010 ASHRAE 62.2 Req.Cont. Ventilation 58.5 2013 ASHRAE 62.2 Req.Cont. Ventilation 179.3 Ekotrope RATER-Version 2.2.5.2255 All results are based on data entered by Ekotrope users.Ekolrope disclaims all liability for the information shown on this report. Building Summary Property Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community,n/a Builder 180 Custer St,Southold Sligo Construction Corp 8819-1-180CUSTER-MJW W, 4Qj 1 'A 4A '0 Number�Of Midrciorns';-',"71 Number Of Roors Unconditioned,attached garage? Yes 'C6n' on di� 010,V ortfme'(c A. 568'' 16ial'Units in Building , " I �Aegidot eTy - -" ----- � -- 's- �ngJ yfletached, F1oor Number USt6m H6;Tie Community "Cii- I- A- Z' V y. "' 4 P Library Type g p low Grade Perimeter Location Enclosing basement Ri j;G2,Drapedeatt 7 182', '.Exposed Exterior.' Conditioned Space X-- 'z:7 ��7 7777'=777--,—7'A—;7t 7 7777777 F d 'datI661A a i rar all yJ 'wL, To FeetFromWall Atio, Name Feet From Wan To To To Is Fully Insulated Continuous R-value Cavity R-V@�e EftiiiNii Insulation R- ag Continuous Insulaption Continuous Insuil .on value TOP Bottom 1100 71' '7, N/A deNIA;s WA' R11,G2.Draped Batt�7 Name Library Type Perimeter Floor Grade Carpet R Exposed Surtace Area Location Enclosing Masonry Area 1,423-0 W Exposed Exterior Conditioned Unnamed Slab� Space 77" g labb Campletei�l UnderslabPerimeter Perimeter Thermal Break Effective R-value Type insulated. insulation Width[ft]Insulation Depth[ft] Insulation R Value Uninsulated slabi'WOM 0; -FMMe1 Other No No 0.00 P Building Summary Property , I Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold,W 11971 631-383-4198 Model:Custom Home Matt Wahl Community,n1a Builder 180 Custer St,Southold Sligo Construction Corp R8I9-1-180CUSTER-MJW Nane Present M Z IT "0 . x:s- yy�� w,f'�,,�,3.> :~•;'r`:�'��,^. ,v;�:; ,:,: �'a^ ',�''.a��; .'t�ff„�.(,,�,�ia�„ ,,�° y� �.,�.,..,;�•:.+�„t*��,�*,”p�, ,�,>;., §.”'� ,�,3 f.S,t,'�"Pc�bs; ,,'"t,�e�°t�''�.`a,�.�'°+' -,�q+�„y�.�,�fa>�,�v.,^�^,, v :.�,,.y, �;+ .t��am,�, 3,1's "M -20 Name Library lgipe Surface Area Location PO I-amb! 128.0 112:- U 25.0 ltll' 0.0 base-1 1810 ftZ'+ d vicar` IWENNT, zq 9"M—MR —vu ol N2 211150121 ro, 31 INNIR1,11"M Name Effective insuiaUon 4I-value R 15.o4'-, 7- 1120.01" W V- �V z� ru� p g ig Name Library type Surtace Gator Surface Area Location f .R Medium; 1dt4,01tx Exposed Exterior 10s7 Medium Exposed Exterior- Medium," Y 243,G 112! Exposed Exterior qj Medium,, Exposed Exterior 2!, +6 eko Medium' 18.0 V Exposed Exterior UM 197i?phi Exposed Exterior 3i -,,",R16.FG2.446+S,eko- Medi Building Summary Property Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold,NY II971 631-383-4198 Modet Custom Home Mattwaht Community:rVa Builder 180 Custer St,Southold Sligo Construction Corp RB19-1-180CUSTER-MM Name Library lype Surface Color Surface Area Location 1! eko Medium,--", Exposed Exterior 9 4 �,eo Medium. Exposed Exterior i W Itz' R16�'1`61,446+6eka. tulediurn Exposed Exterior Medium. Exposed Exterior Rt5; 11 _R1q,F.GJ 6-16eko Medium 180,o fta' Unconditioned,attached garage A-10 ORD Medium,, 45.01110, Unconditbned,attached garage 9 Name Effective R•vatue R15,FG2,4-16+5ek 18,52 RI 5;FG2,4-16+5 eko 184211' R,5,rG2.4_16 e;*f, 2,G68; R19,FG2,6-16 ekol" 15.559 R1%FG2,6-16,+5 eko? 21 FRI 4M, Mnf MKI-11 N NNE RABR'SmV,",„"AN 'R! Name Library Tape Watt Assignment Faundattan Watt overhang Depot overhang Ft To overhang Ft To orientation 5urfaCe Area Assignment Top 6aftom Unnamed Glazing'I 'U'0'32 1 0 0' 4.8 East 16.6 it' Unnamed Glazing UW0 48 W O ' 4, . East 16.6 Unnamed Glazing", 0 oi` 4.8 West 28-5 IF U. Unnamed Gtazing;,, 7, 0,, 2 West 4.0 IF Unnamed Glazing! U.'O.A" 0",' '0 7 West 42.0 ft- unnamed Giazaig', 0 3 West 16.5 112 Unnamed Glazing;, -,-,U:OV; 0 5.8, East 4&0 W ;, Unnamed Glazing;,-'F 5b-032 'basement 0 58 West 12.0 ff2 Building Property ' Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold,NY 11971 831-383-4198 Modet Customs Home Matt Wahl Community.,rVa Builder 180 Custer St,Southold Sligo Construction Corp R819-1-180CUSTER-MJW ;.?,c,:; Building Summary Property - Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Modet Custom Home Matt Wahl Community Na Builder 180 Custer St,Southold Sligo Construction Corp R819-1-180CUSTER-MJW Library Typ®Attic Exterior Area[s.f.] Clay or Concrete Roof Surface Color Surface Ar a 4 r r� Y^� i 1%444' Locatior Tates G---6 77 Unnamed Roof r-,7.4iF�6246v20 77W Medium Vaulted Roof Unnamed Rooff, 'eko, 20&%,- No Medium 206.0ft� Vaulted Roof Unnamed eka 320 ",320.0 ftp Vaulted Roof Unnamed Roof!, k R$q,F(??,10L,16je 88 No' Medium <74.0It= Attic Unnamed Roof, -R39,1=02,10! 16eko 40 Medium 0 t? Attic Unnamed Roof; AttfdH6101110 10"": Not Medium, Attic Unnamed Roof R G2.10-16 eko, 640' ................... No, Medium Attic "7w.ov gq value Attic Hatch R10i', Na 11313 R30,FG2,10-16eW; No 22.694 R30.FG2,10-16veko.' No 24696 Shelter Class ower iWs IS' Ra �V' e, few vemijav Ventilation Rate UV I Operational hours per day Fan Watts Runs oncn.e every three Ventilation Type Minute] hours Energy Recovery Percent Exhaust Yes, 86 24', Building Summary Property , Organization inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community.,n1a Builder 180 Custer St,Southold Sligo Construction Corp R819-1-I60CUSTER-MJW 'k2 Y,10 pz"Q I .� ',"I k-U Z 47 -zm; Interior cen Interior LED Lighting 1iixk'horvfluorescent Lighting Lighting Lighting 0, 100 0 75 None Present V 117 PM 01-17A MA tx" g TTTPM 5 7 -g m; 'm Vl',X,�,�MN None Present aMv "e m AI' X ',�,x ,'3"w.xM ME "NI—V-,�k'T A p,, Z# None Present 7 -1k 72."N "'g None Present Name Library type Heating Percent Load Coottng PeeCent Load Hot itilater Percent toad Location Air conditioner(2);, ACC,29K1,4.5 SEERO 0% 100% 0% �d at FueMed airl 011 H -alon,86% 100%, citstrilwhon(1) qnspeciffecii Water Heating 04I,1T,5bgaI,86B% 0% Building Summary Property ' . . Organization Inspection Status' 180 Custer St Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Modet Custom Home Matt Waht Community,nta Builder 180 Custer St,Southold Sligo Construction Corp R819-1-180CUSTER-MM Distribution Type T-- yp Cooling Efficiency '14.5 SEER IF 51, AMM 5 T "SM fE If topt"T Oil :7 Nstribution•Type Forced Air Hiafing Efficiency 86.7 AFUE Use default EAE No VT- ,F"T 901 bis�fibn Type Hydronic Defivefy 0 9 e '-'-F 1zqc,oFa-- '7 EA rqy� Tank Capacity(gal.) 50 "J6 `4 it Recovery Efficiency 0.86 Building Summary Property • Organization inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Modet Custom Home matt wallf Community n1a Builder 180 Custer St,Southold Sligo Construction Corp 11819-1490CUSTER-MM g 51 -,DistributiIon-T, y"" Forcedx. Aif,',' pe, Heating Equipment air distribution(1) A wconditio Sq.Feet Served2M Supply Duct R Value 4 Fgtp( Aict q,'y -`�:-- ,,,,,, r,, ,2:1, 11�1". "�,,�,�r ,1.-, - -" ,',1 -1 1� 016t? SUPPI Duct Area[ft768.42 2l -t42.3-'-' ttir Duct Leakage to buld"oors 0cr-'M,2 5(o.,7 fo o's.f. Total Leakage Duct Test Conditions Post-Construction S" Duct f" LMa On 4 � I -,�! - ,", 1 11, 90 'on , pace: Percent Supply Area 100 AI Duct jr� 00 c! Space" Percent Supply Area 0 Area Duct 3 DtrcFtciciatit�ti =, ondiftifidd,S 7 Percent SupplyArea 0 Per YMA Duct 4 " qut o Percent upp yArea 0 t'p n Duct 5 i Con'd,tion ed 8 pace- Percent Supply Area 0 �P&Cdn 0- it Duct 6" Duct# Conditioned SOOr-01" PeiceniSup-plyXiea--' o R.VM^ p MM, ME as ILI CfM Per Waft100 g,""e 4M;M I W?12 Water, r6l, '(fse Default Hot Water Pipe Length R No At Least F13Pipe ln ' 's'u-iaition? yes Ilot)wtor f0trvlatiO§ystom?, NO I 46circulation System Pipe Loop Length Iftj 20 0 8 Building Summary Property Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Modet Custom Home Matt Wahl Community nta Builder 180 Custer St,Southold Sligo Construction Corp R819-1-180CUSTER-MJW ,�^,q�y^'+^rc.^d�=7.;^�^*,r^,r�a .�.�no"^*.�.t;�v,,m.,.'C�"'"n,,^^,.�,.iw*�m�rm-"r -y�+•;rm,".-. 5"Sr, s`t,.-"4«/"�r„rewn+;nm,,.,.,�;, ww„M .�yH,}"a�ii"., wW.<E4.,.'.trnr:,,eir',:Ye:+ 4m�.:,.�:��"�'nnrkur*�.m`vf^w e.,µ''m'aiAhd: o>«Jk'�-+,�+,w'•:�=+:y,,�t�a�c.�vb:.+.'.«r+.1 iFdelType: _ _.._ ` _ 2'',,; - „i_`. Eie'etrit ;'..:.•” ;u'"' °;, ,T, Cef 2.617 Field tJtiltzation' ; t,' lttiskure Sensing a „ 'A'i'S re+^' ,o fl>--w,,..`."',"„°' �'{fr•,Nw;r,",Y.y,;�+r.,� ,�y +r'»uFc�-�,Fw,,.,."",,;,up,y,..4.,,. ,wuw,. ,M,c*M ,i, m„yw,J,,,,,yy,:, war..�w,.Tw ;MN,+G; " /, _ `"+', :,2',je.s'"7r� wK•. °y,".` i."'4':,�"_'4�" ,F.:a.,Y:�y �y •� � i�l� , ., s//��yT p��i r}/.�fy'y N.� '^k,.l�' J'y'i,^",y ;a.,;;{w,� - c,�;:-;j�i :'�`^.,,cv�' .ri,•`v:' ''_tv„'.': �rE,V i�fir'�f 9`76.1" ���* ,M1'3�y:,; ryµ, .,i "'`fi,�:+., �xY.a...�7"'�'' •".k t'�",N,:dbi: ;�'e.9 rd4.'r/1,.:�s .�i ,!�?"�'' �.,,'ttL' c"r`Ft.' 1..'.:1�' ii'1"NK1� "'k, ^.w(,' - ,r•l,.+ri��nrf'v�., :,e. ,.o Y,�F."� '!;'ry,nr:h:.a�1.d�?,ten "�,,; , �w..nu;i'7+j:''�l„�.. ,fig ,.uw��"f. `"d,�:1{'' „1,qr`�,.1„ ,1,;•n;,>$P''� ,'�i,.a,;~,r+,r"k +'dq„�• .,,-° ,'i' ,.;�!�.iir, 'r,.'"�t:,,i✓k.,s.e+`.'.fCJwaa-ur4.'�Ytt,:�.;.d.'�:a11wuL^',v�'�+.�u'','�w9FE'��n?d'w:..v�i�-...-„wl:..i:'�n:w '�'a¢u,:5;:.:�aiY�A�d�?L�u.��'�'S`��:.is "�iw,.a;c, �a,� 'i;aWEger9YRatin9'' .` K +'_- :1'5 klNti%Year':, Electric Rate - 00.1'Vk ;Annual ODs Cost_' _ 1 ,00 00 Gas Rate - $1.22/Therm" ;Capacify; 2.15474 "~o, 5,w;n,l..r,'r;%`%+�"�.. Priigiaintnztilethe`firiostat2',` _ v' - Yes Dishwasher Size Standard Diskiyiasher.'E,tfictency'` ,,; ;:;rii },U 6Ei EF„:,,'•':'i,,;',., ,; Range%Oven> =uel 4 Eiect'ric� „„» Convection Oven?;';,''. „a : ` Yes Induction Range? No �Refdgeiator,Consurrtpti©ra, �,.- ^..�• __.,,S�SicWh!Year, .,, r -.,-." _,,, .. „-_ - '�*`�! ' �f,ir 's,'ya'�„�R,yy'act,”r;P,,..”�`^,vj"���-'M'1�'',Y'�•;�za,.t�y���W'�c:'�io-"''rr"�" A�s�,.r tt'�,�; 3�a'al'�''�li�" f`""4a R��fau'�{: � '�.<�„„,i MJW 09/1812019 i180 CUSTER ST ROUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -OIL,ELECTRIC -8,12 PITCH x1.202= -3 BEDROOMS -1 STORY -FRONT FACES NORTH -ATTACHED GARAGE -BASEMENT HOUSES BOILER,HOT WATER STORAGE,1 AIR HANDLER,I AC COIL,1 WATER COIL -RETURN GRILLS 1 -INDOOR AIR QUALITY,FAN 88 CFM X24HRS -SOLAR PV NIA 9 t ACCA Manual DJS HVAC Load Calculations for Residence 180 Custer St Southold, NY 11971 ENERGY all T ' '��1. � Prepared By: Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752 631.383.4198 Wednesday, September 18,2019 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. I Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS 5s i Terrace,NY 11752 Page Pro'ect. ?e ort General Pro'ect Information Project Title: ACCA Manual DJS Project Date: 09/18/2019 Client Name: Residence Client Address: 180 Custer St Client City: Southold, NY 11971 Company Name: Energy Rating Service Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631.383.4198 Desi n Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum DU Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 1,000 CFM Per Square ft.: 0.351 Square ft. of Room Area: 2,846 Square ft. Per Ton: 1,870 Volume(ft'): 25,568 FQuilding Loads Total Heating Required Including Ventilation Air: 23,160 Btuh 23.160 MBH Total Sensible Gain: 15,201 Btuh 83 % Total Latent Gain: 3,057 Btuh 17 % Total Cooling Required Including Ventilation Air: 18,259 Btuh 1.52 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacture's performance data at your design conditions. l F:\...\180 Custer St 09182019.rh9 Wednesday, September 18, 2019, 8:37 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,in Energy Rating Service ACCA Manual DJS Is i Terrace NY 11752 Pa e Miscellaneous Report- 1 1st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains In ut Data D Bulb Wet Bulb Rel.Hum Rel.Hum DN Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runout� Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Wi—inter Summer Infiltration Specified: 0.150 AC/hr 0.080 AC/hr 64 CFM_ 34. CFM._ Infiltration Actual: 0.117 AC/hr 0.000 AC/hr Above Grade Volume: X 25,568 Cut. X 25.568 Cu.ft. 2,991 Cu.ft./hr 0 Cu.ft./hr X 0,0167 X 0.0167 Total Building Infiltration: 50 CFM 0 CFM Total Building Ventilation: 75 CFM 75 CFM --System 1— Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1,10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.150 AC/hr(64 CFM), Construction:Tight Summer Infiltration Specified: 0.080 AC/hr(34 CFM), Construction:Tight F:\...\180 Custer St 09182019.rh9 Wednesday, September 18, 2019, 8:37 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip T `rrace NY 1 V52 Pa e 4 Load Preview Report - Nei ft. Se La Ne Se Ht CI Ac Sys Sys Sys Du Scope To !ro Gai Gai Gai Loss CFM CFM CFM SIZE �J Buildinq 1.52 1,870 2,846 15,201 3,057 18,259 23,160 1,000 1,000 1,000 System 1 1.52 1,870 2,846 15,201 3,057 18,259 23,160 1,000��r jp 1,000 12.1, Ventilation 263 1,535 1,799 1,97 HW Pipinq 272 Zone 1 2,846 14,938 1,522 16,460 20,913 1,000rs-.t;•�J'j o 1,000 12x1 1-Bedroom Front Middle 167 1,825 0 1,825 1,520 73s,ifi j22' 122 2- 2-Bedroom Front Left " 172 2,229 0 2,229 11999 96s_s_"�r':19 149 2- 3-Master Bedroom,WIC 267 2,288 0- 2,288 2,628 126,gg; 15,3 153 2 - 1 4-MasterBa_th _ - 73 198 0 198 830 40� 13' 1- 5-Hail Bath 'S'r " 44 620 62 84 4 3y gid; 4 1 64Kitchen,Dining,Living 700, 8,334 1,522 9,856 7,179 343��.>.-z�es;,�$,� 558 6- 7-Basement 1,423• 0 0 0 6,673 319 Q_ 0' 1 4 F:\ ...\180 Custer St-09 182019.rhg Wednesday, September 18, 2019, 8:37 PM Rhvac-Residential&Light Commercial-HVAC Loads r� Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 1175 Pa e Duct Size Preview • Room or Source Minimu Maximu Rough Desig SP Duc Duc Htg Clg35LAct. Duct Dud Name Veloci Veloci Facto U10 Loss Vebci Leng Svstem 1 Supply Runouts Zone 1 1-Bedroom Front Middle Built-In 450 750 0.01 0.1, 700.2 73 122 2 2-Bedroom Front Left Built-In 450 750 0.01 0.1 380 96 n'•1'-0 149 2 — _ ._ — 1 3-Master Bedroom,WIC 'Built-in 450 750 0.04 0.1, 390.1 126..$ 14 153 2- 4-Master Bath ;Built-In 450 7501- 0.01 0.1 152.2 40 t 13 1 5-Hall Bath Built-in 450 750 0.01 0.11 47.6 4, `sx 4 1- 6-Kitchen,Dininq,Livinq 'Built-in 450 750 0.01 0.1 473.6 343 ': 558 6 7-Basement Built-In 450 750 0.01_ 0.1 0 319 ` '`~ 0 1 Other Ducts in System 1 Suovly Main Trunk Built-In 650 900 0.003 0.1 800 1,000 "`'A0 1,000 12x1 Summary Svstem 1 Heatinq Flow: 1000 Coolina Flow: 1000 F:1...\180 Custer St 09182019.rh9 Wednesday, September 18, 2019, 8:37 PM Rhvab-Residential&Light Commercial HVAC Loads Elite Software-Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace. Y 11752 Pa e 6 Total Building Summaty Loads Component Area Sen Lat Sen Total Descri tion Quan Loss Gain Gain Gain U:0.32, SHGC:0.29: Glazing-U:0.32, SHGC:0.29, u-value 170.2 3,267 0 2,325 2,325 0.32, SHGC 0.29 11 P: Door-Metal- Polyurethane Core 21 6 0 6 6 11 D: Door-Wood-Solid Core 39.7 498 0 163 163 12D-5sw:Wall-Frame, R-15 insulation in 2 x 4 stud 1091.8 4,062 0 386 386 cavity, R-5 board insulation, siding finish,wood studs 12D-Osw: Part-Frame, R-15 insulation in 2 x 4 stud 248.3 21 0 21 21 cavity, no board insulation, siding finish,wood studs 15BO-10sf--8:Wall-Basement, , R-10 board insulation to 1456 4,368 0 0 0 floor, no interior finish, 8'floor depth 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 723 1,388 0 995 995 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-30 insulation 18A-30: Roof/Ceiling-Roof Joists Between Roof Deck 840 1,714 0 514 514 and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-30 blanket or loose fill 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1423 2,305 0 0 0 or more feet below grade, no insulation below floor, any floor_cover,_shortest side of floor slab is 20'wide___ Subtotals for structure: 17,629 0 4,410 4,410 People: 4 800 920 1,720 Equipment: 722 9,351 10,073 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 50, Summer CFM: 0 3,284 0 0 0 Ventilation: Winter CFM: 75, Summer CFM: 75 1,975 1,535 263 1,799 Exhaust:Winter CFM: 35, Summer CFM: 35 Hot Water Piping, 15 ft. Total: 272 0 0 0 _AED Excursion_ _ _ _ 0 _ p _ 257 _ 257 Total Building Load Totals: 23,160 3,057 15,201 18,259 Check Figures Total Building Supply CFM: 1,000 CFM Per Square ft.: 0.351 Square ft. of Room Area: 2,846 Square ft. Per Ton: 1,870 Volume(ft'): 25,568 Building Loads —71 Total Heating Required Including Ventilation Air: 23,160 Btuh 23.160 MBH Total Sensible Gain: 15,201 Btuh 83 % Total Latent Gain: 3,057 Btuh 17 % Total Cooling Required Including Ventilation Air: 18,259 Btuh 1.52 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturers performance data at your design conditions. F:\...\180 Custer St 09182019.rh9 Wednesday, September 18, 2019, 8:37 PM Rhvac-Residential&Light Commercial HVAC LoadsW; Elite Software Development,Inc. Energy Rating Service - ACCA Manual DJS Islip Terrace..NY 11752 Page 7 S stem 1 Room Load Summa . Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM —Zone 1- 1 Bedroom Front 167 1,520 20 2-4 700 1,825 0 83 122 Middle 2 Bedroom Front 172 1,999 26 2-6 380 2,229 0 102 149 Left 3 Master Bedroom, 267 2,628 35 2-6 390 2,288 0 104 153 WIC 4 Master Bath 73 830 11 1-4 152 198 0 9 13 5 Hall Bath 44 84 1 1-4 48 62 0 3 4 6 Kitchen, Dining, 700 7,179 95 6-6 474 8,334 1,522 380 558 Living 7 Basement_ 1.423 6,673 88 1-0 _ 0 0 0 0 0 Ventilation 1,975 263 1,535 _ HW_Pi ip n9 272-_ ystem 1 total _ 2.846 23,160-_ 3160__ 276 15.201� 3,057____ 681 1,000 System 1 Main Trunk Size: 12x15 in. Velocity: 800 ft,/min Loss per 100 ft.: 0.099 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.52 83%/ 17% 15,201 3,057 18,259 Actual: 2.42 80%/20% 23,200 5,800 29,000 Equipment Data Heating System oolingSystem Type: Fuel Oil Boiler Standard Air Conditioner Model: WV-DV-03-075 RA1330AJ1 Indoor Model: RH1T3617STAN Brand: PEERLESS Efficiency: 86.7 AFUE 14.5 SEER Comment : Hot Water Coil in Air Handler Sound: 0 0 Capacity: 92,000 Btuh 29,000 Btuh Sensible Capacity: n/a 23,200 Btuh Latent Capacity: n/a 5,800 Btuh AHRI Reference No.: n/a 7508178 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 1 OF, SIDB: 75F, SIRH: 50%,WIDB: 70F, Sen. gain: 15,201 Btuh, Lat. gain: 3,057 Btuh, Sen. loss: 23,160 Btuh, Entering clg. coil DB: 75.417, Entering clg.coil WB: 63.3F, Entering htg.coil DB:68.2F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 681 CFM, Req. htg.airflow: 276 CFM F:1...\180 Custer St 09182019.rh9 Wednesday, September 18, 2019, 8:37 PM Dome Energy Rating Certificate Rating Date: 2019-09-18 Projected Report Registry ID: Unregistered Ekotrope ID: VvnDA0kL HERS' Index Score: Annu'al'Savi:ngs .0 Custer St ySligo Construction' Coep • performance score. lower $ 2,rl 11 Southold,, 1971 nurn4er, the mo-re energy effici*ent the Suild6r: hofne'.T learn ffiore, visit *Relative to an average U.S.home 5 _J ''• ''.:. .:'69+l'r. J. Your Home's Estimated Energy Use: This home meets or exceeds the Use[Ml3tu] Annual Cost criteria of the following: Heating 58.8 $1,107 2016 New York ECCC Cooling 1.1 $33 2015 International Energy Conservation Code Hot Water 10.4 $192 2009 International Energy Conservation Code Lights/Appliances 21.8 $1,016 2006 International Energy Conservation Code Service Charges $86 Generation (e.g.Solar) 0.0 $0 Total: 92.3 $2,435 HERS'l6dex. Home Feature Summary: Rating Completed by: ,,gog-P.. a•o+•ax.a Home Type: Single family detached Energy Rater.Matt Wahl M Model. Custom Home RESNET ID-1572845 ^eSS IAO Community: n/a 130 Conditioned Floor Area: 2,846 ftp Rating Company.Energy Rating Service Inc : t "O 35 Teilar Dr,Islip Terrace,NY 11752 uo Number of Bedrooms: 3 Reference A, 300 631-383-4198 Home Primary Heating System: Furnace•Oil.86.7 AFUE _ QPrimary Cooling System: Air Conditioner•Electric-145 SEER Rating Provider.Energy Vanguards ,` Primary Water Heating: Water Heater.Oil-0.79 Energy Factor 533 W Howard,Suite E.Decatur,GA 30030 ,l v�, 70 678-662-4332 �1 '��q`w'/�j House Tightness: 3ACH50 r�A w TfiisHeme Ventilation: 86.0 CFM•35.0 Watts �a Dud Leakage to Outside: 20 CFM25(0.7/100 s.f.) .20 Above Grade Walls: R-20 ZeroEyergy G Ceiling: Attic,R-30 me Window Type U-Value 032,SHGC:O 29 Matt Wahl,Certified Energy Rater �aieT Foundation Walls: R-1 i Date:9/18/19 at 8:44 PM pe "° •Ero • • • The Energy •'hati • • o .® • ' • • •- • • • • New York ECCC 2016 Performance Compliance Property Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold, NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community: n/a Builder 180 Custer St,Southold Sligo Construction Corp R819-1-180CUSTER-MJW Annual Energy Cost Design New York ECCC 2016 Performance As Designed Heating $1,494 $1,480 Cooling $89 $85 Water Heating $344 $344 .���Q��•4. Sc4, ';Yt ',1..^ i1, ''t;+ �^i' -'Yt te�'1�r f��lly��i`r<ij ..1v��•; .1. q1'K .. ..Ye•.y�Y.�9.R;,d� i'ttttp{7,` 'L �i(a.i{Ve�1 f.',. J,�A r,','!•�Ia,I. ^-i.•1` •JY�.,. , lJghtsBAppliarices . , �.. ,�. ti $�-`927�,;:.:�=„:.......<'; �•H:L.'..�_.. ..;s:�,,,";;';j'.,. $'!'`9�.Q $1'116 $1'129 Onsite generation tir ; _. 9T $0 $0 $3 Requirements 1`� ' ik,F : p (^i.1,j.:Y1 �r3- ,.f,' r.+f`.i,j,YiyY }r.i.j:�:i::',��'.`r..`^ f�:l• _ _ :3:%< ":� r oif Qtly �n <q Y 4 l`Y?� r }f,..•f }' iw^Ix "_ ., ,,., .•>. 'i'_�,;cc _ .: ;Y�!,<,?-'.. 1 n,>L:'. •�;�'71;'�'�yv{?.!i4G'is:,�'.i:`»sS'<'A�`;'s`-^r.i�t.:�'i;r.R�` ,i ',”,<^�,,`y r,,:. .�'r��.�^<{�"�r:?[ti',q�isir_, -i",--. R402 4.1.2 Air Leakage Testing „ Air sealing is 3.00 ACH 50 Trot exceed 3.00 ACH at Pa.it must at 50 Pa- 5£y,j:; !j`' i?rid,''e'e'r` ,+A i:S<. °a•:" '�`- .S;/,aa{, ;ti "i.? ,ri�z ,:rr:` `>f''.�� s'".(•. J-:,,. "L,Ssr�t;: s;rfN: .s. ;.CArILa-1'Fr etlr�� e', tlQn,'�li',�• ki .,.s.1,S,Y,t�;.:it. .:%-n `:h;:,','•� 'i•• °,kt% .:5.: ).` .( .a.., r, ,r ,'Y"".,„>• .., .. `.J•x;,i'f qti'',-(5;s,b', _ .-�al.:.l s. -,'+`,. ,�.,r( - '2.1.x,�.,1. .rs, 'ti:t'i�`";:�=-;.�,a; .,, 1, ,�.. �.f..� r'R4025 U-Fa,.. . r<�i•':;r�F'. , ,.v;al,�,�,r,r.,.;ti.,;';,::,�;,;�,,'r,7f>,•,••v .,_-..•;. ;�', .. -•�'> . .,, :•�°< 7�� `� " Area-weighted average fenestrationctor t jni;n';'r�,; :;�1.r' ,;r�A3 irt'r. ..';,' ,;,v �{iit'Y..' .(z" .;,ri` ,.rJ.•-�. br„ ,i. ,>,•^ kr:'R�04',1.'>i f, •`y<„°,�,: ;rr;,. ,. Si+%<td.;e,`:-„'�l}a; h .P 1i��`'?� r,7, r` .;�ittrrlltl• � i iiteni.Efifficien •..�_ ,�; •t�.. '!:;`r„`r-,Fr,4.�,i :{i, ,a'.,' �',t_ ��f,?s' ;P.;` __ 5`:%`r`<2`U�x.,t,. - _ tl) -r. ,..L.s5x<`.•.y:1 7'ta�N... v ,.,,"ct..; r r.X', �Z:.� 1 f t t c�1. 7:'�� ;'r. ,. .,. �` 84036.1 Mechanical ventilation Efficacy - `` _,r, .y,,.,i”s�^:t7u>!���v`.'%r���•:iL.>°�?,LL•:t4YG<r•,.:::.-r;A.�^i.,f;.f�:�.,.,•,,a.,`C,:��,`',:;v"ir2��:.;, ,:<a.��`:+. 1. 7' A:. ►taatio' °Uiiemehf ,#fiataie:�aat`>.'',, _r •. ;,r•'; ' -,:;;',`:> �;��; -�TutaiidlatrfiU 'eckfist-` �9,. ,r, <er:... ,.r, r.,r.� .•E dti,.� :`t:,' '::o.'`:•'' -%4,':i',�' '1,"i,`!� ?(,'}';: .,� ^.,P�„'k`p Eft 1,..1., ',S'f'°;!I'. 'Sy:�i.. .3:"'„, S.f ;.1.,. >f, �'f• ..tr..,,5. i•,,ti. s.4,,....:r`:, .:'j`_., .rfi.�iBC�'a1.EIC4�iRI rt13t, Lttnet.�'`:;''=;`�,r� ,1, 'b ,r 'rr'ca'•,;, �i-z ;3 'r's:''r�is R405z Duct Insulation Design exceeds requirements for New York ECCC 2016 Performance compliance by 0.9%. As a 3rd party extenslon of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted international Energy Conservation Code based on Climate Zone 4.if rating Is Projected,i certify that the building design described herein is consistent with the building pians, specifications, and other calculations submitted with the permit application If rating is Confirmed, I certify that the address referenced above has been Inspectedfiesfed and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Date: 9/18/19 at 8:44 PM Ekotrope RATER-Version 2.2.5.2255 New York ECCC 2016 Performance compliance rest&calculated using Ekotrope RATER's energy and code compliance algorithm,Including appropriate amendments Ekotrope RATER is a RESNET Accredited HERS Rating Too[AB results are based on data entered by Ekotrope users. Ekotrope disdalms all liability for the Information shown on this report. Air Leakage Report Property Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold, NY 11971 631-383-4198 Model: Custom Home Matt Wahl Community:n/a Builder 180 Custer St, Southold Sligo Construction Corp R819-1-180CUSTER-MJ W General Information Conditioned Floor Area[sq.ft.] 2,846 Infiltration Volume[cu.fLJ 25,568 Number of Bedrooms 3 Air Leakage Measured Infiltration 3 ACH50 ACH50(Calculated) 3.00 ELA[sq. in.](Calculated) 70.31 ELA per 100 s.f.Shell Area (Calculated) 1.120 CFM50(Calculated) 1,278 CFM50/s.f. Shell Area(Calculated) 0.204 Duct Leakage System 1 Leakage to Outdoors 20 CFM25(0.7/100 s.f.) Total Leakage Test Type Post-Construction Total Leakage[CFM @ 25 Pa] 20.0 Total Leakage[CFM25/100 s.f.] 0.7 Total Leakage[CFM25/CFA] 0.007 Mechanical Ventilation Rate[CFM] 86.0 Hours per day 24.0 Fan Watts 35.0 Recovery Efficiency% 59.0 Runs at least once every 3 hrs? true Average Rate[CFM] 86.0 2010 ASHRAE 62.2 Req. Cont.Ventilation 58.5 2013 ASHRAE 62.2 Req. Cont.Ventilation 79.3 Ekotrope RATER-Version 2.2.5.2255 All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report Building'Summmy Property Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Modet Custom Home Mail watrl Community.ria Builder 180 Custer St,Southold Sligo Construction Corp R819-1-t BOCUSTER-MJW �. ;`..3,.. §� '!ka4•'^ #.�-" #e'v"crX:�'':�"."" r, 'ham'$ iyiuliaVltiS:u 2�i.`'+�.tij,°2, ` �sri.,�.r„_ +�f;Y"+tp�• ,,ox�,`i.F+�•.z�.N'"S:�ir 9:;';;: rf;F+ $ `i'u4:.'•.:,. ;�:%;;,�,rn. Fye rµai .:w 4r�t:`�r`< ? 1� ,Y�.z. l`^f\7. •di,•%`„-'.kn.3" tr.xk'C;2 =.i.°�' Number Floors 'V r $.�7.�^..'I�`--`%M`,tC���`?Y^,.i:,J�nf%%.S:=t. t�- .,.S f-.O'' , `l�:• .•Fti,.,:s'�:��v. 1•,.r�`- r , UnMndition�,attached garage? yes .:•..,: :.h.<`:.;». w,:s;sr t3fi!?'„,�j�I..QST.`,',us'yV0�1ItTi@��;U:;r4�;v`r�. ,"-��''�:3 •.'x3''„ —25.568" �'.�'�:,•r r:'h;r firv,',�"'''"�E��^`':":�''='.�'��, ' Total Units in Building ' ;r; s. , ,, fi ::•,,.�;J_ '. , 1 �GC��` ryy� s r<<r:�'Gr'f.;<'.�•,`y;+,,.. .�„a''t:t:,`(Y,..l•rtiv �+ t f },,,,{. vi.•*`-i,••:�+..v. } 'L,. Floor Number l ",` _.y �'y. ,�y.,, �•+:c.u: ✓d:ri:z,.=:tai 7•.. `i 7i -^'1 "�I Wf:. V �`ty ;-^. '},`tiC J„r .J.•.,i' h �4 u,..,, ;'L'p;; a�I �..�$'.: M�(;;.: � t'.'a.S'?%'�x:;•. ,(^'` J`. Community Na ;����/y li�i7��y,K �.->r`E�-`. .'�'-��:x,:/;?..� ''�1'<•���:�.:`,.�.f"',_ , ..... M1a'r'c:��;,,,tw;.-'Si},d'`'Y r;<1,1f. ,yi;./;\, on- Name Library Type llelght Above tirade Depth Below rade Perimei:r Location PAclosing basement""`,.pt9;�9 4h8pejd tlai[ ��,yr�.iT, ;r",:}•, t Y - >'. j?.,,"r,:•�>p.,t;.7' 1B2,f' CAnd33t{Oned Space 41, Y, ti., •'r. ;�;,it,,� „� �iif i d r �g($.. s� ���•�I�7�ti'�a:a;,,,•a�^z ::"`�'�a ,,y r.- .�n. x:y`y":7�": .�z r S:, i:'.y}' c+� 't:�'• s'"i;A '�r' Name Feet From VftH Topp To Feet From wap Top To is Fully Insulated c Continuous R-value ACully R-value Eftectiva Insulation R- am Insulation Continuous Insulation value TOP Bottom Rtt,G2,Draped Batt(`:'`_ WA WAS yj• f.; ;;lYes WA ttlK 11.00 ?9 Ss•k�.,� a.a.rds rp< r;�.�r��•��rp„MAt't= er Roar a'S,�r,;x;ti.:,•i.:x.ts�x�.z.�:�•D,-,.-;�r:;�"„--rK.•}'�4 .rr„.��in.5?l.aP__r..,t{9"f:=<;»:P,.s.`N':^mo�”,.�t-wa:';„'.jq«�y�,'<r,'A.�t:`R;,.�e..:•F;•.q;'r,":�,..��,...'.-�.•,+��`":«''"..�,,6 +}+�-,..,."`•...:�-ys:,+4... � ,.k•�••,R Name Library Type ..�;�w«,r,L-y�t 4ar�-...",ci".'i��.,J',�.�i`"1'i3.,'�yA„,n«r�.•, "•?vg.�'a+'e}.BY�.'""�c'�'�+„;;.."'.a{•�.tlt«.`'*i."jr..<. y. .":. Grade Carpet R ErrpaSeO Burlap Arear tatlon j Enclosing idasonry Area ltnnatned Slab`; >hih ted slab 182. Belorer Grade 0 '1423_'. 1,423.0 fe Exposed f ;'r:, Exterior Conditioned Space •.'s��7 i �:». y"�6..��3.gI.v=�`'f'�,-”!.:,4u•.ti�1 �` 6r"l.;'.wx�.+.:s.•.:+,,'.r S 5 r-�•,'.b�"u.'`.r:rSd..��,r�-t'r.<q,:.3.r;ejz,s,'mc:a�r"..i,-.;z�i[xn:,*n>�`sm.'"°u��.pp7'`,k`�a:.jl:,'.-.ti.'-.y�r`ea:.l1%7nyy^;.^^.�•°,`+'<,',�•'.�.?°.Y;-=cJ.=.,a.r;.,r?'a�,f.Y�Pt:i.""r.^g;s+7aa'.c':b.rw`t.7;:.•a'^cL,^�«. �e•'.t�':i.'Y•;.t.tY:a,:rn7 :•M°a. 4—: 7,07773'M;:;2'" `" CoeeUn" s atedrsulonwdhName Wali Construction Slab Type mt�5.:-.;:q:Py;-..�.:,e.d.�'sr�.iim.'t.ag•�.:1e,,:t:a"•e;?k.t,3r4.Y•-�.,i+�,,,iL.:.,A,•°'',?c;,c,'-,.•.S:�;r..,�F,:;�:�t.:,;�'«"xd%"�:a:'"'"P�t�,t'ee„e.•r-e.'x Iir,m.".trae;.�?s.t'•,�,er,ax,``r;•�"":`r:'^`'t;::�;S=���`�.«:?.``'"..,2..Th••"'.i°.aq.r*',.e.,Frstk}•rmS'c�.<•.„-.pl'.aw+<'{;.”l.i�d+ti".B.ia.•.,{�Y,lir.�F«ie.?� ,y':�ra4i.�'k„''}«.�r-.�`.'.k..:*.�k.-',��,.E'.'.;�r:'a�f:+;rh�e"§'�.FFdt`axv.,a�wir;v•?'«,,,e:<,'�•,`•t�'rR e. [fq Insulation DeptA j� insulation R Value Uninsulated slab-;WbodFri ini6l,Me-r No 0 D• 0 No 0.00 1 Building Summary Prop" Organization inspection Stade 180 Custer St Energy Rating Service Inc Results are projected Southold.NY 11971 631-383-4198 Modet Custom Home Malt Wahl Community'nia Builder 180 Custer St Southold SH90 Construction Corp R819-1-I80CUSTER-MJW "7 tA k%, �.F None PresentW" 7 7 A ,5.rL S A 'P, None FIMnt Library?Ype Sur�ca;Area Location 128.0 'Expo§ed E)dWor 2&0 f fed' base-1j= T _W%; .7 R 15.0;_ R20.0!',' -777,-7777 77 777T.,' u ce Area Location 1: RI9FG2.6-16,45,e10 Medium 144.0 ft2, Exposed Exterior 101. R15,FGZ4-16 ekd Medium q&O fl=' Exposed Exterior 11( RI 61'FG44-4 6+5'eko Medium, 243.0 f12. Exposed Exterior 12 R15.FG2*1645ekD Medium''.,, 189-0 11� Exposed Exterior 21, R15,FG2 44(6+5 eko Medium 16.0 fr Exposed Exterior 3; R15,FG2.4-16-+5 eko Medium 117.0 Exposed Exterior Building Summary Property Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected SoutltWd,NY 11971 631-3834198 Modet Custom Home Matt Wahl Community:nta Builder 180 Custer St,Southold Sligo Construction Corp R819-1-180CUSTER-MM \ Name Llbrary Type Surface Color Surface Area Location 4t '* 5 f2:4=,;; _R'j 76+5-eko Medium .-':� :�'> 1260-M Exposed Eiderlor 5k .tt115 132Medlum.�;e,+l, "i44:013. Exposed Exterior 6; R} T G2;4-18: ekq Medium; ,;J:;`~ t4,4:Ott'. Exposed Exterior y, 7{r`.•. Y:,Ri`aG4-i8 ESeko Medium,`'' '- 0ip, Exposed Exterior Medium,R'1':1':.,n�:i;''°�' 1;=. "ger- '.180.(t,itx, UItCOrlditi0rte(t,iltYd131ed garage 9; .: ;t2t5 FGt;d-18 eK� Med :;c' ..'s°":;;°I: :.45.011 Unconditioned.attached garage Name Effective R-value R15 FG2,4 iS+5 R15.FG2,416+5ekok _''`':: ,;` R15,FG2,41612.668 ''J f R19,FG2,6-16ekoi;, ,;,t •;15.359 R19,FG2,6-16,+5 eko 4ai.7�Q� �` `'� u' "1 �. ',,i" �-� •M3, �t 'a ,v. ." ed,,tiiE''�3, t} .'.`��".,�r.�'' `; Y ,d... , Name Library Type Wali Assignment Foundation Assignment ll Overhang Depth Overhg Ft To ang Ft Overhanh Orientation Surtax Area Unnamed Glazing(, U 032. 1' 0'Ar.• y. 0, 4.8 East 16.6 ft' Unnamed Glazing; 1:11.11.32 d' 0 01 4.8 East 16.6 ti' Unnamed Glazing-;.-'- :110 32 6 0 ` :01 48 West 28 5 it' t 'SHGCL V.29 Unnamed Gtazingi=, U i.32; 7 0 :0' 2 West 4.0 R' `SHGC` .29 Unnamed G�gi lLD_32; 11 '' 0 . •0 7 West 42.0 R' Unnamed Glazhtg! 0:0.32; 11 0' 0; 3 West 16.5 IF s- SHGC`.0 29 Unnamed Gtazingi '' U:0.32; 12/ 0'.,';:, ;'. ty 58 East 46.0 ft' SH GC 0.29 Unnamed Glazing! U.0-32 basement 0' ` 0, 58 West 12.0 IF 'SHGC_0.29 = 3 Building Summary PMP" Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Modet Custom Home Matt Wahl Community:Na Builder 180 Custer St Southold Sligo Construction Corp R819-1-180CUSTER-miw n' U:D.32,SHGC:0.29'77'77'7r-,' 1- 029 0.320 F,7 7,,�MF! 7—P 777--1777V� a 777,7 SL # "I- " ` "-— ".:� 7 VA 1'k! q, None Present t"rL- -�7 None Present -X' -41 Z44•:�, tiV Ue- V Name LMrJIY Type WWI Assignment Foundation Wail Emittance solar v Surface Assignment Absorptance Dolor Surface Area Location Medium 21.0 ft' Exposed Exterior to garage; 'R5 Medium 21.0 fP Exposed Exterior 0! V.- Ll f Name Effective U-tactor 2-1/4 Wd solid corer' R5 steel wul- Building Summary Property Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold.NY 11971 631-3834198 Model Custom Home Malt Wahl Community.n/a Balidar 180 Custer St,Southold Sligo Constriction Corp R819-1-180CUSTER4MJW .r .e,.Y''-''. ,j;.�. �.`� ,.,'ai �'.°, '•'ir. fistr 'h•.. 4.2 np�'� u?r.. r,4 •f. •., Name Library Type Attic Exteriorarea[s tJ Clay or Concrete Roof Surface Coiw Surface Area 71185Location Unnamed Rooi' .:R#o,F{32 f046yefm 2Medium' _ +,; ;, ,,,•,•;;::: 200.0 tC= Vaulted Root Unnamed ''t23t)fGZ;'10�16v 2�r l:s":;y'a*;; y;'•'°':;�,'N0 Medium' a Vaulted Roof UnnamedRoof�'i,;+R30 G'2;ltfttl�ica, 320'y ,•t;,Y,,a;rl.'1rfA, ,.:,s Medium: r4N0, 320.OF Vaulted Roof UnnamedRoon,' ,'fZ3D;F t0 6 :' c„ r:•..tYp Medium,; ., i I 79"D,Ita Attic :, Unnamed Roof;'` ;`1130;EG .�ii 1�else` 40 Medium 3' SA.fp Ante Unnamed Medium, "$.D Attic tF. ',a�'L: -..,11. nke�:,:f'•i`•iii:5::p�.Siils4�'y:iy2��•o, :�_Yi.� :1�::t,i..,,Y:':,•.`'n.e.3: Unnamed Roof-' '°R3,0>=G�;l4 16 elt0, 840;'•;i;,, : :-.'" '4"t„ E' yi., ;•,' ;C, yb:; NO; Medium' ,,, "3' 70bi7,iC' Attic t, a rS�' ?i{t�.•, '�� :••: ,�^;�. '" _ 'S - _ •• Name Has RadlantBartley Effective R•value Attic Hatch R10"', _ ;`NO 11.313 t,. R30,FG2.10-16eko(:8ia :� ,i;•s;;t';t„ ;s,;:`t,.:> it, (�[p 22.694 rt 1130,FG2,10.16v ek0 ;i',:';” Ido 24 696 .�� 11'3k' �� `A•.A� rte- &r.' 'x. „ v �Ti10 .fu: �� 4: Vt�r w .-�•,. '.i.+ 4ri.` �:' .r{' �i•'&n•*:°ti'?t.�.,Y�.• ."y. '�' •�4# '•'�'-� '-� Infiltration Measurement rypa V' Shelter Class 3ACH at 5O Pay t3}�y, � 3 ',-� py,� syr' �. !* '�• .dN a4: ` - .,: '1 -; 'a .r- Y i M�#, ���iii{ :�iy1'.f �0[!!,i P• ✓". yes y� L-"y�,`i y5 .r'�': `>,'+.th' z.=. hs, r ,,�y> ""F,. _ ;� j' .-�:s; ,'i- ; •%� '>rr° ;�,°r•:;v'` :��:.§p:� ij• .a +�,¢.... '�'�':� o�ra6y, R �� i+ t: .. Yom, dv..,• .� .vr fc ,Y`s 'H t > `�'•.,..,.SR4� ca:. .•'�5'r' +fix Ventilation Type Ventilation Rate VV 1 Operational hours per day Fan Watts µRuns once every three Energy Recovery Perceni Minute] hours Exhaust Onl f„ N. 86 - 24 Yes' •89 5 Building Summary Property Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projeded Southold,NY 11971 631-3834198 Modet CUSIOM Home Matt Wahl Corriniftty n1a Builder 180 Custer St Southold Sligo Construction Corp R819-1-IBDCUSTER-MM Iting -A Garage Fluorescent rage Lighting Lighting 0 0 01" -q; ( ' _y None Present rLr ,1 -'k None Present 0 E' PMR."Ik Name Libraq Type Heating Percent Load Cooling Percent Load Hot Water Percent Load Location Air condtfioner(2)r-.'.' '1�5SEERO 0% '100% Ow1 tJAspecitteU ", Fuet4kw aiii- ;'011�y"rr 860/6 100%- ",o% ed n(1y, disbibutio Water Heating(3)* —'OIi.ITWgZM6B% 0%, 0% Gsoecilled Building Summary Property Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected SourwIcL NY 11971 631-383-4198 Modet Custom Hum Matt Wahl Community.,n/a Buftder 180 Custer St Southold Sligo Construction Corp R819-1-180CUSTER-MJW N111 P III 0 Distnbuffon Typo Forced Air Cooling Efficiency 14.5 SEER Distribution Type Forced Air ".4 Healing Efficiency 86.7 AFUE Use defau=lt EAE No 0 T Distribution Type Hydronic Delivery 'A .9"en Factor-7 Cap'al city(lal L-) 50 T Recovery Effidenci 0.86 Building Summary Property Organization Inspection Status 180 Cush-,St Energy Rattng Service Inc Results are projected Southold,W 11971 631-383L4198 Model-Custom Home Mall Wahl Community,n/a Builder 180 Custer St Southold Sligo Construction Corp R819-1-1 aOCUSTER-MJW Vv, �Dfgtdb Utj f� w 1"fA"- Hearing Equipment Fuel-fired air distribution(1) .0, iu Sq.Fret Served 2846 Supply Duct R Value 4 Supply Dud Area Iftj 768.42 ,S'!R�66 uct!4 2 -,--, "', "-�, - ---, - I , �, _� , , Y"I Leakage to Outdoors 20 CFM25(0-7 100 s.f.) Total Leakage Duct Test Conditions Post-Construction Dud I Percent Supply Area 100 Percent R Duct 2 *d Perceat SupplyArea 0 Dud 3 Percent Supply Area 0 "K, Duct 4 "Duct b Percent Supply Area 0 `-�...........i Duct 5 .T4 Percent Supply Area 0 Duct 6 Percent Supply Area 0 Pane*f�Retufh Area'-,;, WW N- 0,'Poilinj.Fan, N— Cfm Per Watt 100 -M. Waterr,Fodure Type,,' Standard' Use Default Hot Water Pipe Length No "HotVate' rPipe Length fftj',,, At Least R3 Pipe Insulation? Yes �'Hot Mler,Recirculation System?,; Recirculation System Pipe Loop Length[ft] 20 VaInWaUr Heat Recovery? No 8 Building Summary Property Organization Inspection Status 180 Custer St Energy Rating Service Inc Results are projected Southold,MY 11971 631-383-4198 Modek Custom Home Matt Wahl Community,nta Builder 180 Custer St,Southold Sligo Construction Corp R819-1-180CUSTER4AM sir !� g' '�R" i,: a. ,'�i � :�,. 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TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board pproval FAX: (631) 765-9502 Survey t� Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E C. Trustees C.O.Application Flood Permit Examined ,20-6 Single&Separate Truss Identification Form V_ / Storm-Water Assessment Formy Contact: Approved ql)`�C 20 Mail to: Disapproved a/c ��`� L'^�7�'�s���� r�b1 106 Phone: o L/� Expiration __ ,w 20 ' Bui ding Inspector SEP 1 9 2019 APPLICATION FOR BUILDING PERMIT T.1�11*lgp _ :x' Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sigr#ture of a cant or name,if a corporation) L,,� .r&%;_J),v 1J_ (Mailm address of applicant) �— State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ��n-Q-y�� �✓1 l�t�r'Co��/ Name of owner of premises (As on the tax roll or latest deed) ' If applicant is a corporation, signature of duly authorized officer (Name and title of corporate of�er) Builders License No. "`'0 Plumbers License No. "V S7�449 Electricians License No. 'V Other Trade's License No. 1. Location of land on which proposed work will be done: iso CLA�IT W S 1 F House Number Street Hamlet County Tax Map No. 1000 Section 0 Block Lot Subdivision , Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy L-V90 � b. Intended use and occupancL-C, w i 3. Nature of work(check which applicable): New Building JZ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �-'�-�Cocqj Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units r Number of dwelling units on each floor 3 If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N I 7. Dimensions of existing strictures, if any: Front A P1 ARear Depth Height Number of Stories Dimensions of same structure with alterations or ad 'tin Front Rear Depth Height BB Number of Stories 8. Dimensionsof entire new construction: Front Rear CO o4 Depth Height Number of Stories ] 9. Size of lot: Front l 1 's Rear � � S� Depth 1 �l 10. Date of Purchase Name of Former Owner PAI �� to1,".'/VI 7 11. Zone or use district in which premises are situated \ k�I�Pn f'-0j 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES v""NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Q' Rt 2� 'WCA Address /I? P Phone No. �3��a 746 cro Name of Architect 6%v0 ` Address. ��� (.1:A(I- V�j Phone No Name of Contractor SL.'�oj j�. fes, CoW Address 065-W c-j U e hone Nom-56-'?a v-;))��� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO (/ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE RELJIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY O&�) vAk-"L S�4� being duly sworn, deposes and says that(s)he is the applicant (Name of individua igning contraco above named, (S)He is the C-) (Con ractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn T before me this day of 20� Notary Public TRACEY L. DWYER Sign •e of Applicant NOTARY PUBLIC,STATE OF NEW YO NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2�r� Scott A. Russell SUPERVISOR MANAGEMENT EN T SOUMOLDTOWN,]HALL-P.O.Box 1179 '16 C Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 O CHAPTER 236 - STOIRMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS ]PROJECT INVOLVE ANY OF THE I~OI LOWINGG: (CHECK ALL THAT APPLY) Yes No _ ❑Ek�A.-Clearing, grubbing, grading or stripping of land which affects more than 5,000 square f eet,of ground surface. ❑[ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. o Eg c Site preparation on slopes-which exceed 10 feet vertical rise to 100 feet of horizontal distance. o[9'D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. _C1[L"/E. Site preparation within the one-hundred-year floodplain as depicted - on FIRM Map of any watercourse. =Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless ,prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP'. Complete the Applicant section below with your Name, signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your protect. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Cbeck List Form to the Building Department witli—your Building Permit Application_ S.C.T.M. *: 1000 Date APPLICANT. (Property Owner,Design Professional Agent,Contractor.Other) D i t >_6 NAME: til Section Block Lot Aml w5 ""-FOR BUILDING DEPARTMENT USE ONLY Contact Information ��j� ' 2 «kpb� , Reviewed By: - - - - - - - - - - - - - - - - - - Date: /fib Property Addre.s /Location of Construction Work: — Approved for processing Building Permit. ] 'd GL t S` Q! A f-Q Stormwater Management Control Plan Not Required. 0 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.•: 1000eau � CHAPTER 236 (Property Owner,Design Professional,Agent,COntTACtOr,Other) —3 vkT o Stormwater Management Control Plan CHECK LIST NAMP/ �`- Section Block Lot * x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pt,ar Pint Date: n X01 * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklists I lvIa Td,pbo num�e,+ 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST YE NO NA if You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §23e-17(0)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'lntervals) g. Location of all existing & proposed structures, roads, driveways,sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. Ln j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(T)inch rainfall/storm event, 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance & Site Access. C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltration basins,swales,etc.) —W- M **** FOR ENGINEERING DEPARTMENT USE ONLY**** 1 Additional Information is Required. Reviewed & I ® Stormwater Management Control Plan is Not Complete. Approved By: — - - - — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete, 1 SMCP has been approved by the Engineering Department. ,Date: FORM ;!� SWCP Check List -TOS MAY 2014 Town Haff Annex 41 Telephole(631 X9 180 54375 Main Road P.O.Box 1179 roger.riche X",OWN.n y us a mkoxv. I Southold,NY 11971.0959 NUV 2019 BUILDING DEPAKIMEqT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED Br. Date: l gj 19 Company Name: GL c_ Name: 1 License No.: - 3h 91 M ;Address: hone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: #" aia's - *Address: .1 _fl7d_4Z 4e_ So 1,t 00( *Cross Street: _�;d7 *Phone No.: Permit No.: 219 Tax-Map District: 1000 Section: Block: 0 Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Aip yo-e- PA bsml"- �2 0 V (Please Circle Ali That Apply) *Is Job ready for inspection: YES/EO) Rough In Final *Do.you need a Temp Certificate: C09)/ NO Tamp Information(ff-needed) *Service Size: 13hase 150 QT�� 3100 C200 300 350 . 400 Other *New Service: -Re-connect , Underground Number of Meters Change of Service Overhea Additional Information: PAYMEN T DUE WITH APPLICATION WAeq�for Inspection Form i ��af S Town Hall TeX iis (631)76 4801 - r 54375 Main Road � � 3 P.O_Box 1179 G. roer.richeo o A. .tts Southold,NY 119710959 Q � 2019 ' BUILDING DEPARTMENT z ; TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION } ' REQUESTED BY: ,d'a�'l'� Date: ! ) ; Company Name: rL LL C_. Name: License No. g /}'l Address: , t � ��G n ��_ •�� l�h ; , hone No. 3 6 3 T i JOBSITE INFORMATION: (*Indicates required information) *Name: �S P.� �Q U��e o �d%�I S • Yj� ' *Address: S D tei S C lliVili� O0i`1,DI0( I9'71 *Cross Street: , tw_ . *Phone No.: 51 b Z OV 77,Z7r Permit No.: y y 1 Tax-Map District: 1000 Section: Block:— Lot: p *BRIEF DESCRIPTION OF WORK Please Print Cleari (Please Circle All That Apply) *is job ready for inspection: YES/(4!O) Rough In Final *Do-you need a Temp Certificate: - YES/ NO � 631 / p Temp Information(If needed) *Service Size: Phase 3Phase 100 150 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Ovefiea Additional Information: PAYMENT DUE WITH APPLICATION BNZequest for Inspection Form PERMIT# Address: Switches , $� KATV#Om 1 e Outlets" 21� I ' l GFI's I Surface Sconces MH's19 III 1 UC Liss Fans Fridge HW 1 � PP Exhaust Z Oven ,�� Dryer Smokes DW I Service ] Carbon Micro Q V Je Generator Combo Cooktop Transfer 't AC AH Mini Special: Comments VA - o�gUFFo1,ccOG - Town Hall Annex ��► Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 a Southold, NY 11971-0959 • y BUILDING-DEP__AFTMIENT, NOTICE OF-UTILIZATION OF-TRU_S.S Tlrl?E`.00NSTRtJ_CTI,ON, PRE-ENGINEEREQ, '-` WOOD CONSTRUCTION ANDIOI.3_TIMBER CONSTRUCTION:',' OYY, aYr:_ 1 t7'J Y • tr'• ' - _- - .< t -__ - _ r Location of Property: ,t./ 0 C�-�, a� G {Y`�o<-tea �,� �--►'; 1 ; Please.take notice that the,(check appli66blb line):. , = - New commerciaLer,resi4ntf l structure 17,: Addition to.. i�s�fir g commercial or residential!6tC,c1ure ,, r Btehabil'it-at'i DM an existlrI+�,commercial or rdI eh tal struc�litr '--.�.+"-���'.,'t •F}.,r•l•, ]� „rU gyp- _ey �,+&w'�' 4'. � tdbe cohstrdc� ed,or performed at the subject property referenbovewilluitjze (check appliUa�f: re�llbe): y�• d ti'Li'•. 'ty''S. y f S , Tiff pgconstruction (TT) � Pre-er,qin''Yed`"waad,construction Timber corisuctori ( "C), in the following location(s) (cheek applica61e•I1ne): } Floor framing, including girders and beams (F) oof framing (R) FI r and roof framing (FR), ' r Signature: Name (person submitting this form): _ Capacity(check applicable line): Owner Owner representative r TrussReg15.docx Effective 1/1/2015 APPEALS BOARD MEMBERS Q�®S�FFQ��CG Southold Town Hall � G Gerard P.Goehringer,Chairmanc 53095 Main Road Serge Doyen v, y P.O. Box 1179 James Dinizio,Jr_ p "' Southold,New York 11971 Robert A. Villa �0V � Fax(516)765-1823 Lydia A.Tortora Fax (516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD Appl. #4435 ACTION OF THE BOARD OF APPEALS DATE OF ACTION: 11/141/96 APPLICANTS: RUTH BOEHLING/R. WRIGHT LOCATION OF PROPERTY: 290 Custer Avenue, Southold COUNTY TAX MAP DISTRICT 1000, SECTION 70, BLOCK 8, LOT 31. y- BASIS OF ACTION: Article III, Section 100-26 of the Zoning Code J for a Waiver. Action of Disapproval was issued October 16, 1996 by/ the Building Inspector under Section 100-25A for this undersized parcel." FINDINGS OF FACT: Lot size is approximately one-half acre and was created by Planning Board approval on August 1, 1961, referred to as Lot #8 on the Map of Section One, Fairview Park. The dimensions are 115.94 ft. by 175.0 ft. deep. The adjoining lot (Subdivision Lot #9 is improved with a single-family dwelling, built in 1976 during- one-acre zoning.) This lot became merged in 1992 due to a Life Estate. Prior to the Life Estate, the lots were recognized as separate lots in different ownership for 23+ years, and met the zordng requirements at the time of creation (1961 by subdivision approval). REASONS: The neighborhood consists of improved lots similar in size; , the grant of this waiver will not substantially increase the density of the neighborhood (for this particular single lot); a denial of the waiver will cause economic hardship to the owners; the county and town parcel assessment records show this as a separate parcel on a 1961 town-approved Map (Fairview Park); the natural details and character of the contours will not be significantly changed or altered, and there is no need to fill or substantially alter the land. MOTION MADE BY: R. Villa SECONDED BY: J. Goehringer ACTION/RESOLUTION ADOPTED: Granted, as applied. VOTE OF THE BOARD: Ayes: dames Dinizio, Jr., Robert A. Villa, Lydia A. Tortora, Gerard P. Goehringer. This resolution was unanimously adopted, 4-0. (Member Doyen of Fishers Island was absent, as agreed due to the traveling time and expe v _ ll I Uf�' �`T' ' ARD P. GOEHRINGER CHAIR N DATE& y� HOUR �i.r.z r 1 UI'.i? rot1M NO-3 TOWN OIr SOUTHOLD F1UFI.DFNG vEPAI rmE7N'r 'I ONLY CLERK'S OFFICE SOUTHOLD,N.Y. NO-rjcE OF DISAPPROVAL Date .1. 1,0&.4 . .... ..... .. , Tof . o _ 1'LLASF;TAK8 NO.1-ICr that ourapl)HUtion dated W. �.................. 199(17. for 11e+ - '9... ``� � /t+� ���1 .............. ......at Location or Property fi d............. ....... .. � Hoerse No. Street Harnfe County Tax M-sp No. 1000 Sectfon ...70........ mock ......*Lot Subdivision................. Filed Map No. . . ... .. . ... . Lot No. ........ ......... 15 returned herewiilt and disnppioved on the following grotnuls .[� - �✓ .. l���j'��..��.�;�!Z.��� . ��5 .L,'Jr�'G� ,•l.�J..Q�.`LG.�r .Cti..Gi.y,�i .... ... . . . . . . . . . . ,C . . . oma . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . ;�-,�w4 di Inspecor PoV l/f10 - .,�..:��.•.•.+�usu�.�a � •a b 1��U11VC�DCP/1f1Tj1lI�N j'��-., m i;IIEG'i: . . .`,`. :.�:.'::: , . .�. . . `roWN IIALL SEI'1'1C FUllt) SOUTHOLD,N.Y. 11971 1 GL,i 766-1803 tiwr I ry / r CA1.1. . . . . . . . _ . , . . . , . . . 19 -11A 11. TO Approved .,.., ,., 19 . . . . . . . . Distlilt Ioved of c Y � , (I1trNding Inspector) APPLICATION roll WILDING PEFIMIT Y Drile IrasrllucnoNs It. 'fills nppllcnlloll must be contplelcly filled In by typewiller or ht Ink mid submitted to the building Itispeclot,NvW Bels of plaits,oceutnle plol plrih to$Cole, free 0ccordhrg to schedule, a b. Plot 111011 showing location of lot still of bolidhign on premises, ieinllonsfdp lu ndJohtftlg pteutises tit pitbllu Hie it stens, null glving It detntled deserljtliuit of layout of piopetly must be drawtl on 11113 (linglanl which is pall of NITS 111)1 • cntlan. c. '1'Ite work coveted by this splilicollott hilly 1101 be conutieaced before issuance of Ilulidfug Pentilt. d. Upon opptovul of Nds oppilcrilion,(lie Building Inspector will Issued It Ilulldhtg Perntll to the oppllcturt Surat lief t shtdll be kept on the ptanilses nvsllnble for Inspection Throughout file work, e. No building shall he oceupled or used III whole at In port for any purpose wlutlever u1Nll ii CariIncnta of oecupni shall hove been grnnled by (Ire Ilulldhtg Inspector. API'I.iCATIpN 13 I1111REsl1Y kfAl)1?to the pulkling Uepmltneul for the issu ICs of o pttNding I'etntll pulsunnl I0 01111111/10 Zoue ottfltiance of lite Town of Southold,Suffolk County,New Yoi ,rind oljier nppllenble Lows,Un(htnncet Regulations, fur lite conslucllou of btilldings, additions oh ri11eroll0lts,or to r blovnyor,cleinalmon, na hereht desc:lih 'rhe nppllcmtt agrees to comply with rill nplMenble laws,oidhtnnces, hulidhl odeyllousll c C regi IM6114, nod Admit nothotlzed Inspectors on ptetnises rind In bolldiug for necessaty I is mel 01s .... ... .... .... ..... . �5 113 teen df�pllcnnl,or name,If n cuipotnlloo) Gary Planner Olsen P..0..9or,.706,.Naln.Rd.,,Cutchogue,.NY... . .. (Dimling tidthess of ppplicanl)11935 Stole whellter nppilemit Is owner, lessee, ngenl, ritchrlpcl, aughteei, geuetnl contioclori elecltlelnn, pluurbei of Indic ....... . . Attorney.. . . .. . . .. . . . . .. . .. . ....... .. .. .. .. ... ........ .. ....... . ... . . . .. Houle ofowoetofpnetnises .Ruth.V..DQ01ing.and.Ralph.6..Wright, Jr.... .... .. .. . .. ... .. .... .. . (ns oil lite(nx lot(of Irilest deed) If nppficsr►l Is a eorpotsNoit,signature of duly riulhoth•ed officer, (None and title of corporate officer) Iltlllder's l.icerise No. ... . ... .... ..... .. .. ... .. 11luntber's License No. .. . . ..... . ... . .. ..... .. . Meet Ilclait's License No. . ... ..... . . .. ....... . . Other•1'rnde's License No. ....... . .... ,-.. .. ,•. I, location of Irir1d on wlllclt prullose5l work will tie doge. :t•. c;...:- .•:.•t !1,:c: ....... ... .. Custer Ave., Southold • Nouse Nunlbet .....••. , ... .� � � ....,. SI reel .,•.. .� ... . ... ..II0n1I131 ' �.�rf e ... . ,a`�1•G',. ('otinly,'I'na Map No, Io90,Sectlott,, , 70 .. iBlock., 8., ,Loi..30, Subtllvisloli ...�iqp,Fgtryi.eW',P,ark.aeQUotn.One (,, , Itll A,h7np Nd' 3388 Loi 8 (Nanta} •. - �;:,'.• ..,, , '; 2, Slole existing use rind occupancy of ptetnises and iniehded use rind occupant:y of proposed c0nstrttcliolt: Vacant Lot n. Existing Ilse n1111 trcculiilllcy Single Family Residence - Lot merger ` b.liticrrclet)ttso nnCl accthllortcy ... . . .. . . .. ...... . .... .. . . .... ... .. . 1� APPEALS BOARD MEMBERS s��¢�[koo Southold Town Hall Gerard P.Goehringer,Chairman 53095 Main Road Serge Doyen P.O.Box 1179 James Dinizio,Jr. O Southold,New York 11971 Robert A.Villa O� Vax(516)765-1823 Lydia A.Tortora Ol �a Telephone(516)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD NOTICE OF HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and the Code of the Town of Southold, the following applications will be held for public hearings by the SOUTHOLD TOWN BOARD OF APPEALS, at the Southold Town Hall, 53095 Main Road, Southold, New York 11971, on THURSDAY, NOVEMBER 14, 1996: 7:30 p.m. Appl. No, 4425SE - GISELA MORCHEL, Owner. {Carryover hearing for a proposed Accessory Bed and Breakfast Use at Main Road and Crown Land Lane, Cutchogue.1 7:32 p.m. Appl. No. 4435 - RUTH W. BOEHLING and R. WRIGHT- This is an Application for a Variance based upon the October 16, 1996 Action of Disapproval by the Building Inspector under Section 100-25A. Applicants are requesting a Waiver—which has been provided by Article II, Section 100-26 for undersized lots held in common ownership. - Location of Vacant Land: 180 Custer_ Avenue, Southold, NY, ,IQ .Q:0 -30, which adjoins applicants' house at 290 Custer Avenue, 1000-70-8-31. Also shown on the Map of Fairview Park, Section One situate on Pine Neck, approved by the Southold Town Planning Board on 8/1/1961. 7:35 p-m. Appl. No. 4431SE - NORMAN WHITEHEAD, Owner. This is an Application under Article III, Section 100-31B(15) for a proposed Accessory Bed and Breakfast Use in conjunction with his residence at 14909 Main Road, East Marion, NY. This Bed and Breakfast Use must be accessory and incidental to the owner's residence at This property, and is limited To the Itepnlr *.. ..... .. ..... Removal .. �,..., .. .. Demolillon .... . Whor Welt: ..,.... .. , ..... F\ (I)cscrlpl1011) d. rsll1ttnteilCost .... . .. ... .. . .... ... ... .. .. ..... . .... . 1''ec ........ . .�.':. ...... (to be,pall an fiihtg(Ills applIcallon) 5. If dwelling,number Of dwelling mills ... . .. ......... hlambol or dwbiling►nuts ml Bach floor.. .....:. Ifgni l,ge.nlnnber of cats ....... ............. ........... 6. if business,cammoicint or mixed occupancy,stitay nature had extent of ench lype bf We ......, ..1.... 7. t)lilt ensinns Oro x is lilt a stntchires,If nuy; Proal ......I......I_ liter ...........I.. Del)111 ............ ... Ieight .......... .. ...Number ofSlolies ,......... ..............I........ . I. .... .. I.I..... !) mtno,owts of same simeltuo wilh allernliona or fiddltlons: Proal .. ........ ....... heat .... ... ,.......... Depilt ...... . ..... .. ........ ilelght .., ...... .. . ..... ..Numbor of Stories .... ........... ..I. gMillensluns of enlhe new oonshumloot: Non[ ............... Tient ..... .... .., ... Depth ..... ......... Ilell)III ..... .... . ...Nuulbel of S(ol les . . ..........., ........... ., ........,..... ......... 9. Slee of IOL, i'ronl .... . ........ .. .. ..... Rentt ........ .. ........ Dopllt ......... ... .... ...... Irl. Pale of Nnrchnse ..... ..... ... .......• ........Nnme of Posner Owner .................. .... . ...... 11, 'Lone of use dlslrld in which premises are sllunled .... ....... .. .........11.... ........... . .... .. ..... 12. Does proposed consitocilnn vlolnto any zonhig Inw,nr(Iitlmieb or legiliallon: ............... ........ ... ...... 13 Will lost be logieded . . .:. .. .. ........ .........Will Bxeoss fl 11 be removed toot pteiolses: Yos No I•I. Nellie of Owiler of prenrlses ..... .. . ............Address .......... I......Phone No. ...,: .. ,......, Nnme of Architect ......... . .... .. ..., ...,.Ailthoss i... ......,..,.....Phono No. ,...... .......I. Naille of C;oitlr[icior .. , i i. Address . . 'hone 14o. ...... . ........ 15. Irl Lhle litoperty ulLitln 3110 feet of it tidal Wetiuud7 *Yes. ..... tic......i., Alf yed, Southold 'I'ovn '1'ri,eteas Permit amt' be required. m.o'r DIAGRAM Loctite clearly 01111 dlsllhot(y nil 6u1111b1gs, wllellter exlsting or proposed, lintlAndteate all set-back dimensions from limpenly lines.(live street anti block noinber or descllpllon hcconling to deed,nild allow street names will lndieate whether lowilta m coruur lot. r 51 A'1-Il(Ni III l w C()111II'Y()IrSUffOlk .9.S Gert' Flanner �0lsen � ' ... ... ... .. .. . . . .. ,... .,: . .. .. . . . .. .. .. .. ... .. helm;dilly sworn,deposbs and says(lint he Is lilts npplicnnl (Normo of Individual slgning cgltErncl) above nanlul. . Attorney ' 'Ile Is tile ........ . ... ............. . .. .. . ....... ........ .... ....... .. .. .. ... .. ...... .............. (Conlrnclot,ngenl,cotpornlb ol'flcer,etc,) ol• said owner lir_ owners, and is duly nu1ho11ced to perform or have performed Ilse seid wot Id to make end Idle This nppllcatlon;Ihal 1111 slutoroenls contained In Ilils application are tine to the best of his kilo e(Ige lilt belief;and(lint the wutk will be pcifonnat iu(lie 11101ulersal C01111 bi [lie Bpplicallon filed lherowith, Sivnrn Io befole 1110 this f f 3rd ,illy Or..October. , .. ,,, 11.96 Iloln,y 11111111r, ... L.k� ,?G�/ G%' ! Couuly - LORgAWE Ke a f Ne HotnryPublrg6teteaftlewYlua •. •••.• • , ••• � • ,.•• •,,.......•. Nm 4820373 (Signnlitre nr oplilicnnl) Qualified in saaroar CO-V Commisslon E*res 14m.90.iW r� APP'L'ICATION FOR WAIVER UNDER StGf ION 100-2 6 hh.��This review is for lots which have separate deFds recorded prior to FIECE•'c0983 and- undersized. A merger determination has been issued by C he Town-Building Inspector (copy attacl�$�) . he zoning of -my parcel is presently: The size requirement for this- zone is: 4U,UUU square fee Tm calk �t�parce 1'. County Tax Map Paicel Nos• 1000-('•70 _ 8 -. 30 t 31 I (we}; Ruth W. Boehling and Ralph B. Mright, Or. as owners of the contiguous lots shown on the attached deeds, request a review determination by the Board of Appeals to determine whether or not these parcel's qualify for a "waiver" under the merger provisions of Article II, Section 100-26 of the Southold Town Zoning Code, I -heiseby'submit all of the following documents for reliance by the `fown.'of' Southold in making this review determination.' 1. Copies of my recent tax bill for both (all) lots. 2. Copies of deeds dated prior to ,lune 30, 1983 for all lots. 3. Copies of current deeds of the parcels under -review. 4, Copy of the current County Tax Map for my neighborhood. S. $150,00 application check which is not refundable if this waiver is denied. I understand that if an unfavorable waiver action is issued by the Town of Southold, that I reserve the rght to file for a subdivision and, if necessary, area var' npes under the usual procedure. By making this application, I ld t 0 Town of Southold free and harmless from any and all claimst and liab1ty resulting from the issuance of a waiver. (Appli a t a d ow e ) " Ruth W. ' (A l' c t and owner) Sworn to before me this Ralph B. Wright,,` Ot. / day of October 19 96 . Notary P6 b l i c man p6ftownwinswM u�..0 C, "O.Movi A Waiver is hereby approved denied (delete appropriate action) based upon the above documentation. Issued by Reasons for applicatian ( to continue on next page). �ata.w3295 - Fidelity National Title m INSURANCE SERVICES,LLC TITLE NO: 7404-005432 District: 1000 Section: 070.00 Block: 08.00 Lot: 030.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED E And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Ralph B.Wright,Jr. and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000,00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: July 25,2019 FIDELITY NATIONAL T T INSURANCE SERVICES,LLC JE A Sworn to before me this 25th day of July,2019 Notary Public N� #Di7 o �2DCon Ep A29 24 Commerce Drive 0 Riverhead,New York 11901 • (631)727-0600 •Fag: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-005432 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-070.00-08.00-030.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREAUSES: 10�70.00-08.00-030.000 G.Wells Phillips,unmarried Liber 336 cp 442 TO Dated: 03/29/1892 Chriztopher Leicht Rec'd: 04/25/1992 (premises and more) Chriztopher Leicht died on 08/09/1953,Surrogates File No. 503 P 1953,premises devised to Fred C. Leicht,his son. Frederick C.Leicht died on 07/08/1954, Surrogates File No. 514 P 1954. FIDELITY NATIONAL INSURANCE SERVICES,LLC Sworn to before me this UVA 25th day of July,2019 Notary Public SMORA,t,GOLF a kosay #01G06 a M Sul* , .w Yo* ctnmWM Expt -a„p,.29,20 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600 •Fax:(631)727-0606 FidFidelity National Title INSURANCE SERVICES,LLC Edith T. Leicht, surviving executor of the Last Will and Liber 4954 cp 148 Testament of Frederick C. Leicht Dated: 03/01/1961 TO Rec'd: 03/01/1961 Southold Development Corporation (premises and more) Southold Development Corporation and William B. Smith Liber 5865 cp 100 TO Dated: 11/2211965 Victor Cierach Rec'd: 11/24/1965 (premises and more) Victor Cierach Liber 6641 cp 130 TO Dated: 0168/060 X60 Ralph B. Wright and Lucy W. Wright,his wife Rec'd: 10/16/1969 (premises and more) Lucy W. Wright died on 02/0511992, Surrogates File No 874 P 1992. Ralph B. Wright,as surviving tenant by the entirety Liber 11532 cp 343 TO Dated: 06/05/1992 Ruth W. Boehling and Ralph B. Wright, Jr. as tenants Rec'd: 09/08/1992' in common (premises and more) Ruth W. Boehling and Ralph B. Wright,Jr. as tenants Liber 12429 cp 485 in common Dated: 09/08/2004 TO Rec'd: 01/04/2006 Ralph B.Wright, Jr. LASS"DEED OF RECORD FIDELITY NATIONAL E INSURANCE SERVICES,LLC Sworn to before me this UVA 25th 7da of July,2019 Notary Public SMDMJ.GO1.tr810 Notary►Pubk ti01G®5MAT &A*Cw*,New Ybdc Coimleft bow.Aug.29,20 24 Commerce Drive-Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 1 Fidelity National Title INSURANCE SERVICES,LLC PREMISES NORTH: CUSTER AVENUE PREMISES W 1000-070.00-08.00-031.000 G. Wells Phillips,unmarrie Liber 336 cp 442 TO Dated: 03/29/1892 Chriztopher Leicht Ree'd: 04/25/1992 (premises and more) Chriztopher Leicht died on 08/09/1953,Surrogates File No.503 P 1953,premises devised to Fred C. Leicht,his son. Frederick C. Leicht died on 07/08/1954, Surrogates File No. 514 P 1954. Edith T. Leicht,surviving executor of the Last Will and Liber 4954 cp 148 Testament of Frederick C. Leicht Dated: 03/01/1961 TO Recd: 01/0111961 Southold Development Corporation (premises and more) Southold Development Corporation and William B. Smith Liber 5865 cp 100 TO Dated: 11/22/1965 Victor Cierach Recd: 11/2411965 (premises and more) Victor Cierach Liber 6641 cp 130 TO Dated: 10/08/1969 Ralph B. Wright and Lucy W. Wright,his wife Rec'd: 1011611969 (premises and more) Lucy W.Wright died on 02/05/1992, Surrogates File No 874 P 1992. FIDELITY NATIONAL INSURANCE SERVICES, LLC VI-1" Sworn to before me this A 25th day of July, 2019 Notary Public $MDMA GOLESM Noury Pow#0160NU f COUnkslin MOW:�YOW 20 p � 24 Commerce Drive• Riverhead,New York 7?90T-r(631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Ralph B.Wright, as surviving tenant by the entirety Liber 11532 cp 343 TO Dated: 06/05!1992 th W.Boehling and Ralph B. Wright, Jr. as tenants Rec'd: 09/08/1992 TO common (premises and more) Ruth W.Boehling and Ralph B. Wright, Jr. as tenants Liber 11899 cp 892 in common Dated: 05/28/1998 TO Rec'd: 06/17/1998 Joann Prince Joann Prince Liber 12528 cp 477 TO bated: I M 112007 Pascal Zugrneyer and Sally Ann Zugmeyer, Rec'd: 10/31/2007 husband and wife LAST DEED OF RECORD PREMISES SOUTH: 1000-070.00-08.00-039.000 G. Wells Phillips,unmarried Liber 336 cp 442 TO Dated: 03/29/1892 Chriztopher Leicht Rec'd: 04/25/1992 (premises and more) Chriztopher Leicht died on 08/09/1953,Surrogates File No.503 P 1953,premises devised to Fred C. Leicht,his son. Frederick C. Leicht died on 07/08/1954, Surrogates File No. 514 P 1954. FIDELITY NATIONAL TIL INSURANCE SERVICES,LLC Sworn to before me this UVA 25th day of July,2019 &&4,0�f.,6,0. J4&fie otary Public SANDRAA QWSKi Notary p f,mom"? SUB* ,New Yolk Commbdon Ets ,-Aug.go,go& 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Edith T. Leicht, surviving executor of the Last Will and Liber 4954 cp 148 Testament of Frederick C. Leicht Dated: 03/01/1961 TO Ree'd: 03/01/1961 Southold Development Corporation (premises and more) Southold Development Corporation Liber 5508 cp 144 TO Dated: 6ihili964 William B. Smith Rec'd: 03/04/1964 (premises and more) William B. Smith Liber 5915 cp 325 TO Dated: 02/1511966 Dominic Barbato and Anna Barbato,his wife Rec'd: 02/23/1966 (premises and more) No proof of death found for Dominic Barbato and Anna Barbato in Suffolk Surrogates Court. Salvatore Barbato and Vincent Barbato,Executors of Liber 10859 cp 372 Last Will and Testament of Dominic A.Barbato Dated: 05/10/1989 TO Rec'd: 05/19/1989 Salvatore Barbato and Vincent Barbato Salvatore Barbato and Vincent Barbato Liber 11182 cp 045 TO Dated: 11/20/1990 Edward L.Freeman and Mary L. Freeman,his wife Rec'd: 11/30/1990 Edward L.Freeman and Mary L. Freeman,his wife Liber 11306 cp 65 TO Dated: 07/16/1991 Mark Schwartz and Lauren Praus,his wife Rec'd: 07/29/1991 FIDELITY NATIONAL TI INSURANCE SERVICES,LLC Sworn to before me this YAAN D�JVA 25th day of July,2019 Notary Public SO* ,Now Ywk Coennk"Ex*w Au9.29,20, 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 =' 1 Fidelity National Title fl f INSURANCE SERVICES,LLC Mark Schwartz and Lauren Praus,his wife Liber 11412 cp 527 TO Dated: 01/30/1992 Lauren Praus Rec'd: 02/05/1992 Lauren Praus Liber 11962 cp 208 TO Dated: 03/26/1999 Robin C.Meredith and Karen B. Meredith Reed: 65111I090 Robin C.Meredith and Karen B. Meredith Liber 12483 cp 632 TO Dated: 11/29/2006 Howard William Sawicki Rec'd: 12/18/2006 LAST DEED OF RECORD PREMISES SOUTH: 1000-070.00-08.00-040.000 _G. Wells Phillips,unmarried Liber 336 cp 442 TO Dated: 61/29/1992 Chriztopher Leicht Rec'd: 04/25/1992 (premises and more) Chriztopher Leicht died on 08/09/1953,Surrogates File No.503 P 1953,premises devised to Fred C. Leicht,/IIS son. Frederick C. Leicht died on 07/08/1954,Surrogates File No. 514 P 1954. Edith T. Leicht, surviving executor of the Last Will and Liber 4954 cp 148 Testameni ofPrederick C.Leicht Dated: 03/01/1961 TO Rec'd: 03/01/1961 Southold Development Corporation (premises and more) FIDELITY NATIONAL TI INSURANCE SERVICES,LLC Sworn to before me this AN WA 25th day of July,2019 Notary Public SANDRAJ.GSM NohuypQW=jtG060324a7 SUM� ��20& 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600 0 Fax:(631)727-0606 us ` 't Fidelity National Title INSURANCE SERVICES,LLC Southold Development Corporation Liber 5841 cp 590 TO Dated: 09/02/1965 William B. Smith Rec'd: 10/18/1965 (premises and more) William B. Smith Liber 5915 cp 325 TO Dated: 02/15/1966 Dominic Barbato and Anna Barbato,his wife Rec'd: 02/23/1966 (premises and more) No proof of death found for Dominic Barbato and Anna Barbato in Suffolk Surrogates Court. Salvatore Barbato and Vincent Barbato,Executors of Liber 10859 cp 370 Last Will and Testament of Dominic A. Barbato Dated: 05/10/1989 TO Rvo'& 05/19/1989 Vincent Barbato Vincent Barbato Liber 11782 cp 482 TO Dated: 06/28/1996 Gerard Worysz and Jean Worysz,his wife R='d: 07/12/1996 LAST DEED OF RECORD FIDELITY NATIONAL TITI SURANCE SERVICES,LLC Sworn to before me this AND A 25th/da of July, 2019 �I..Y Notary Public SMDRAa.GOLESw *Sundt t ' ,Now York Cmnbd r ExpW:Auq.29,20t& 24 Commerce Drive •Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title fff i INSURANCE SERVICES,LLC PREMISES WEST: 1000-070.00-08.00-029.000 G. Wells Phillips,unmarried Liber 336 cp 442 TO Dated: 03/29/1892 Cbnztopher Leicht Rec'd: 04/25/1992 (premises and more) Chriztopher Leicht died on 08109/1953,Surrogates File No. 503 P 1953,premises devised to Fred C. Leicht,his son. Frederick C. Leicht died on 07/08/1954, Surrogates File No. 514 P 1954. Edith T. Leicht, surviving executor of the Last Will and Liber 4954 cp 148 Testament of Frederick C.Leicht Dated: 03/01/1961 TO Rec'd: 03/01/1961 Southold Development Corporation (premises and more) Southold Development Corporation Liber 6895 cp 133 TO Dated: 12/08/1970 Vito D. Cecchini Rec'd: 03/05/1971 Vito D. Cecchini Liber 7180 cp 419 TO Dated: 05/25/1972 Joseph Gordon and Elizabeth E. Gordon,his wife Rec'd: 06/19/1972 LAST DEED OF RECORD FIDELITY NATIONAL T LE SURANCE SERVICES,LLC Sworn to before me this DUVA 25th day of July,2019 Notary/Public ti�j SANDRAJ.GOLMKi try Pubic,001005032487 SWM Cowft Nw York Cma"m ExOn.Aug.29.20 24 Commerce Drive •Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 ® '. TRIBOROUGH LAND SERVICES 1121 OLD WALT WHITMAN ROAD, Suite 200, MELVILLE, NY 11747 - Phone No. 631-385-8844 - Fax No. 631-385-8298 Monday,July 29,2019 Page 1 of 1 LANCE LONGO, ESQ. _ 43 SCHNEIDER LANE HAUPPAUGE, NY 11788 Account Number: 36 (631)342-3664 Fax No. (631) 20-3466 Search Number: 19=SSTL27275 Order Details: Ordered: 7/11/2019 Customer Reference: BATM Capital Corp.from Wright Owner(s): Ralph B.Wright Buyer(s): BATM Capital Corp. Premises: 180 Custer Avenue(Vacant Land),Southold,NY 11971(Suffolk County) Date Description of charges Amount Sales Tax* Payments Amount due 7/29/2019 SINGLE AND SEPARATE $1,300.00 $0.00 $0.00 $1,300.00 * Sales Tax not applied q Charges: $1,300.00 Please make checks payable to: Sales Tax: $0.00 TRIBOROLIGH LAND SERVICES Payments: - $0.00 1121 OLD WALT WHITMAN ROAD,Suite 200 Total Due: 1,300.00 MELVILLE,NY 11747 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Please return this portion with your payment Name: LANCE LONGO, ESQ. Invoice Amount: $1,300.00 Amount Enclosed: $ [ ] Please apply payment towards Search Number 19-SSTL2727S. [ ] Please apply payment towards balance under Account Number 36. Terms:All charges due within 30 days upon receipt without penalty. Please make checks payable to TRIBOROUGH LAND SERVICES pe �y�15 JAN 17 2020 SO-L-l" �-�a f 9� C-1 �/Ij SOD of 6/15/2020 Resized-20200422-133920.jpg '.9� `acv+'"` * .•:�r . fix- .F'�'�: +�. y�`"',:� e 4 ♦, d`�.M � '�,'� Lr�( .A:`fi�xh Y r'-ABY. 5y. ly�. a N " s .► �/ �,'�c,+r�r"" .�"'mow '���,> �' ".�� �i r 4W" w Wl a y "S' . A 90 3a a j)o' 444!` «i� https://mai1.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgxwHNgJFXfLKZXgjQRxIDgMnfrdF?projector=1 1/1 pF SOUj�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 a� l�MUNTI,a BUILDING DEPARTMENT TOWN OF SOUTHOLD June 29, 2020 Paul Davey 1365 Waters Edge Way Southold, New York 11971 RE: Custer Tackle Inc. (Wright) 180 Custer Ave., Southold TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. fee of$50.00. it, Final Survey with final Health Dept. approval Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Building Permit required Energy Test Results and Manuals required. Final elevation certificate Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44219-Z New Dwelling ac R CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYM Lk.� 1 09/06/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Lisamarle Labozetta Aspen Agency Inc A"C"N . 631471-7575 ac Ne;(631)389-2439 191 Ronkonkoma Ave EMAIL Ronkonkoma, NY 11779 ADDRESS: lisa@aspen-ny.com INSURERS AFFORDING COVERAGE NAIC# INSURERA: Southwest Marine 8:General Insurance Co INSURED INSURERS: Sligo Construction Corp INSURER C: 1365 WATERSEDGE WAY INSURER D: Southold, NY 11971 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 0000000045071 REVISION NUMBER: 16 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP POLICY NUMBER MMIDD MMIDD LIMITS A X COMMERCIAL GENERAL LIABILITY GL2018RLH00549 10/15/2018 10/15/2019 EACH OCCURRENCE $ 1000,000 CLAIMS{NADE NJOCCUR DAMAGE TO FEffTTD_ PREMISES Ea occurrence) $ 100,000 X Primary Non-Contrib MED EXP(Any one person) $ 5 000 X Waiver of Subro PERSONAL&ADV INJURY $ 1.000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 X POLICY F—]ECT F—]LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ''cadent ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per.cadent $ UMBRELLA LL4,B OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY y I N STATUE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below EJ_DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southold, NY 11971 AUTHORIZ EPRESENTATIVE LIS ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by LIS on September 06,2019 at 02:56PM ,NYS-1-F New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A^^A A 582445685 ' SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP TOWN OF SOUTHOLD 1365 WATERSEDGE WAY 54375 ROUTE 25 SOUTHOLD NY 11971 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11353733-7 269903 04/15/2019 TO 04/15/2020 9/18/2019 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1353 733-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:461884154 U-26.3 1 'zy e.Y Suffolk County Dept.of °: ;, Labor,Licensi =ti>-_ ,; ng0ConsumerAffalrs a v—," HOME IMPROVEMENT LICENSE • s`;; Name PAUL J DAVEY This certifies that,the Business Name beareris dufylicensed SLIGO CONSTRUCTION CORP by the County_of suffolk License Number;H-29373 Fr"`k,Nat-det 4, Issued: 08!2212001 Commissioner Expires: 08/01/2021 S.C.T.M. NO. DISTRICT: 1000 SECTION: 70 BLOCK: 8 LOT(S):30 > O > 0 40- DWELLINGS \DOWELNG WIWI W/PUSLIC WATER W/WELLLIWATER 150'— z 0 0 DO � P4 Rn M .... ...........................WAM L USTE� AVENU '0 LU 0 0 off CONCRETE WASH OUT AREA 78 22'5 IN BED OF PROPOSED DRIVEWAY. r Eyt 115.94' �s 0 ( 11 - 44 01 �1 115.0' D r EXPO I 152' WELL -o DRY _j DIA0 D 0 PROPOSED ANC Ij STAGING N U.ARr D '. . 0 In ENTRANCE ly PROPOSED cn DRIVEWAY P rn 0 _3 DWE"1514.1 W/PLIBLIC WATER DRY WELL S'DIAxVDEEP E DWEWNG.--.-.-:':-."*."'.'.':..:,:- LAND NIF OF 150, DRY WELL� PASCAL ZUGMEYER 8'D1Ax4!DEEP'po DWELLING Z W/WELL WATER 0 U_a M WOOD 0STOOP 0 510 SANITARY ELEV. 21.0 SILT OL DR BROWN 1.2' SCREEN LEEN SECTION SANDY LOAM BROWNGEOTEXTILE FABRIC SM LOAMY SAND 1.5' SUPPORT POSTS > pRopos SOIL WOOD OR METAL EA M STOCK P1 FLOW DIRECTION PALE BROWN -EXCAVATED AND SID ---- -- MSD EDIUM BACKFILLED TRENCH & GRAVEL EXISTING GROUND PROPOSED LIMIT aF DISTURBANCE S SILT FENCE I IL 2'MINMM NO WATER 17* L JULY 28, 2019 1 K. WOYCHUK LS N 78-22'50"W 115.94' 50'MIN. LAND NIF OFDWELLINGS I LAND N/F OF BUT SUFFICIENT TO KEEP TYPICAL DRYWELL CROSS SECTION GERARD WORYSZ WIPLIBLIC WATER HOWARD SAWICKI SEDIMENT ON SITE (CONC. PRECAST COMPONENTS) �--1 50,— I ' HAY BAIL AND/OR 6*SL49 MR NON-TIL BEARING DRAINAGE CALCULATIONS: gj -,,SILT FENCING 8'SUB FOR TRAMC REARING VY DUTY APPROVED INLET PIPEPIPECAWAST IRON FRAME AND APPROVED OUTLET PIPE A) DWELLING FOOTPRINT-1,800 SQ.FT. MIN.4'DIA. Z11R TO GRADE TO E&AN$PN RINGS 1,800 x 0.166-298.80 < 299ef REQUIRED a 5s" PITCHED 1/8-/1- '_ PITCHED 1/8'/1 8'DA x 4' DEEP ORYWELL-3384 PROVIDED 39 B 0 RfVEWAY=a15 SQ.FT. Q . '0 0 W . . . - '' Cq . . 893 X 0.166- 135d 0� U. 13 0 (1) BUA x 4' DEEP DRYWELL- 1169ef PROVIDED 0 0 CONSTRUCTION ENTRANCE FOUNDATION OF COMPACTED Wei .314" STONE BLEND OR N.Y. STATE O.O.T. APPROVED R.C.A. FILL TO IS- (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. ZONED R-40 NON-CONFORMING LOT FRONT YARD: 40'MIN REAR YARD: 50'MIN 3' MIN. 8' SIDE YARD: 15'MIN 35'TOTAL COLLAR BACK FILL MATERIAL TO BE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL CLEAN SAND AND GRAVEL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:20,277.85 SQ.FT. or 0.47 ACRES REVISED 08-25-19 ELEVA77ON DATUM. t!!�Y�8_�_ UNAUTHORIZED ALTERA77ON OR ADDIT70N TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA71ON LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 8 CERTIFIED TO: SLIGO CONSTRUCTION; MAP ORFAIRVI EW PARK FILEMAUGEST 9, 1961 : No. 3388 SITUATED AT:PICK NECK TOWN OR SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design p1go"b-z P.O. Box 153 Aquebogue, New York 11931 FILE #19-107 SCALE:1 "=30' DATE:AUG. 5, 2019 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk ____j DWELLINGS DWELLING DVI W/PU"Lq WATER W/WELL WATER 150 DEC 4 2019 78�22'5 W'%OUT AREA ja+,6 n D N locoJiW EXP WELL trj STAGING ARE AND CONSTRUCAO V�) io ENTRANCE PROPOSED cn DRIVEWAY �1 W PRO SED WIpUsUC WATER FOUNDATION LOCATIqN/ EEP LO/ -150' NOV. 2 1, 2019, DRY ViELIL�'A� PASCAL ZUGMEYER CI C'4// TOP FND ELEV. 20.1,1 S'DIAX4 DEEP�Po DWELLING WIWELL WATER 0 162.b 14- PROPOSED 0 WOOD STOOP CL in SANITARY ELEV. 21.0 CP TYPICAI_ SI � OL DR 13ROWN 1.2' SCREEN SECTION SANDY LOAM GEOTENTILE FABRIC BROWN SM LOAMY SAND 1.5' if) SUPPORT POSTS PRO SOIL WOOD OR METAL STOCK PI FLOW DIRECTION PALE - - - - MEDIUM BACKFILLED TRENCH SP SAND & EXISTING GROUND GRAVEL 0 14.3' PROPOSED I IMIT Ca OF oISTURBA?CE SILT FENC I t W111 IL_�_ 2'MMUM NO WATER JULY 28, 2019 RD WORYSZ DWELLINGS HOWARD SAWICKI SED ON SITE TYPICAL DRYWELL CROSS SECTION GERA WIPUBLIC WATER HAY SAIL AND/OR (CONC. PRECAST COMPONENTS) —150'— I-ISILT FENCING 6'SLAB MR NON-TRAFFIC BEARING DRAINAGE CALCULATIONS: Ir SLAB MR TRAFFIC BEARING W, HEAVY DUTY APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTI.Er PIPE A) DWELLING FooTPRiNT-i,800 Sun L MIN.4*DA TO GRADE TO EXPANSION RINGS MIN.4"DIA. 00 x 0.166-298.80 < 299ef REQUIRED B) ORNEWAY=815 S FT. ED 0 893 x 0.166- 135d LL CONSTRUCTION ENTRANCE FOUNDATION OF COMPACTED -3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO IS- (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. ZONED R-40 NON—CONFORMING LOT FRONT YARD: 40'MIN REAR YARD: 50'MIN 3' MIN. 8. SIDE YARD: 15'MIN 35'TOTAL COLLAR BACK FILL MATERIAL TO BE 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL CLEAN SAND AND GRAVEL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FND. LOC. 11-21-19 AND OR DATA OBTAINED FROM OTHERS. AREA:20,277.85 SQ.FT. or 0.47 ACRES REVISED 08-25-19 ELEVA77ON DATUM.- NAVD88 UNAU7HOR12ED ALTERA77ON OR ADDIT70N TO 7HIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA 7E EDUCA 77ON LA W. COPIES OF 7741S SUR VEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC77)RES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS ANDIOR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF:LOT 8 CERTIFIED TO: SLIGO CONSTRUCTION; MAP ORFAIRVIEW PARK FILED:AUGEST 9, 1961 : No. 3388 SITUATED AT:PICK NECK TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #19-107 SCALE: 1 "=30' DATE:AUG. 5, 2019 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk � S.C.T.M. N0. DISTRICT: 1000 SECTION: 70 BLOCK: 8 LOT(S):30 galElvq ;3F tiEAL1 H 6F_XV0CEb #R10-19-0088 r C: NFI-Q41CTEDtIb0;,:,1KSFOR A RINr7I;: cta",,t+L,\' RESIDENCE WELL I ? > a9 S. Yet PaO. 10–'q-�9 � ow DWELLING DWELLINGS Tt1e gt alsp®sal and water supply fad hies at this'oXa l®Ii 11a'sa W/WELL WATER I W/PUB50 WATER nspected and/or cerli fled flay On;S'DeDam P.t6 OP otppr age9 det;am found to ns saMctory FOR A 61(tfV'QCa��DK2 BEDROOM I � , Craig Knepper, PE., Chief anagernen WATER AWN CUSTER AVENUE EDGE OF PAVEMENT WI ON S 78°22'50"E I 115.94' MON..Li GUIILK — DRAIN WM t 115.0' �"�r��� 4 BEDROOM I 1250 GAL S.T. i DRY WELL LP (1)8'DIAx12'DEEP LP. r,WEL� 8'DIAx VDEEP 167' ROA ol 48.5' W O .• 30' 3I� DRIVEWAY 28.5' 3 i i CONC./Si0N0E WALK WOO �J 28.3'_,- 12.s'. 20ooP 2s.3 25.6' i,I, uL – 6 220 .. .� DWELLINGS GARAGE'r::,;:.;.:.:. •..:.:'• " : ::: ..:'.•::: ••:: i'� W/PUBLIOC, WATER DRY WELL ;..... ?• :.;�.. :;r ::r'•'- i LAND N/F OF f_ 8'DIAx4'DEEP x?" ::."::.'•„FRAME DWELLING:. •_� PASCAL ZUGMEYER � �� �� 3i::. •..: :.: DRY WELL F 4 h N: .FFL 21.3:. '..::' .N DWELLING 1 aJ �•!� �' 1'x.1- " I 8'DIAx4'DEEP WI DOW W/WELL WATER .e-�Yl r. 62.0':"': LL 0WOOD \ STOOP ZV zaZ —� I 1 W \� SANITARY I 1 i 0 W I•r1 O IL's L\ O O O O i MON. N 78°22'50"W 115 94' LAND N/F OF DWELLINGS LAND N/F OF GERARD WORYSZ W/PU1`IOC, WATER HOWARD SAWICKI _— I C) .Ti Q M - C9 P c— DRAINAGE CALCULATIONS: I A) DWEWNG FOOTPRINT=1,800 SQ.Fi C{ r i 1,82)080 x 0.166=298.80 < 299cf REQUIRED ZONED R-40 ( 8'DIA x 4' DEEP DRYWELL-338cf PROVIDED B ==815 SQ.Fi NON—CONFORMING LOT S ) DRWEWAY 893 x 0.166- 135cf FRONT YARD: 40'MIN -A M (1) 8'Du,x 4' DEEP DMWELL- 169cf PROVIDED REAR YARD: 50'MIN Irl M F SIDE YARD: 15'MIN 35'TOTAL G THE WATER SUPPLY, WELLS, DRYWELLSg`,CA,1 j CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBs� i /A77ONS - FINAL SURVEY 05-30-20 AND OR DATA OBTAINED FROM OTHERS. AREA:20,277.85 SQ.FT. or 0.47 ACRES FND. LOC. 11-21-19 ELEVA77ON DATUM: NAVD88 -----_----�–_– UNAUTHORIZED ALTE•RAT70N OR ADDITION TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 774IS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUT70N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OR LOT 8 CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF:FAIRVIEW PARK FILED:AUGEST 9, 1961 : No. 3388 SITUATED AT.PICK NECK TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 �� PHONE (631)298-1588 FAX (631) 298-1588 FILE #19-107 SCALE: 1 =30 DATE:AUG. 5, 2019 N.YS LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk REScheck Software Version 4.6.5 Compliance Certificate Project Energy Code: 2015 IIECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,846 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: - Owner/Agent: Designer/Contractor: 180 Custer St 180 Custer St Matt Wahl Southold, NY 11971, NY Southold, NY 11971, NY Energy Rating Service Inc Islip Terrace, NY 11752, NY 631.383.4198 corriplian.ce: Passes using UA Wacle-dff Compliance: 0.7%Better Than Code Maximum UA: 289 Your UA: 287 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly U-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 167 30.0 0.0 0.035 6 Comment: Bedroom Front Middle, 16B-30 Ceiling 2: Flat Ceiling or Scissor Truss 172 30.0 0.0 0.035 6 Comment: Bedroom Front Left, 166-30 Ceiling 3: Flat Ceiling or Scissor Truss 267 30.0 0.0 0.035 9 Comment: Master Bedroom,WIC, 16B-30 Ceiling 4: Flat Ceiling or Scissor Truss 73 30.0 0.0 0.035 3 Comment: Master Bath, 16B-30 Ceiling 5: Flat Ceiling or Scissor Truss 44 30.0 0.0 0.035 2 Comment: Hall Bath, 16B-30 Ceiling 6: Cathedral Ceiling (no attic) 840 30.0 0.0 0.034 29 Comment: Kitchen, Dining, Living, 18A-30 Wall 1: Wood Frame, 16" o.c. 144 15.0 5.0 0.053 7 Comment: Bedroom Front Middle, 12D-5sw Window 1: Other 17 0.320 5 SHGC: 0.29 Comment: Bedroom Front Middle, U:0.32,SHGC:0.29 Wall 2:Wood Frame, 16" o.c. 18 15.0 5.0 0.053 1 Comment: Bedroom Front Middle, 12D-5sw Wall 3:Wood Frame, 16" o.c. 117 15.0 5.0 0.053 6 Comment: Bedroom Front Left, 12D-5sw Wall 4: Wood Frame, 16" o.c. 126 15.0 5.0 0.053 6 Comment: Bedroom Front Left, 12D-5sw Project Title: Report date: 09/18/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\180 Custer St\180 Custer St_09182019.rck Page 1 of 10 Gross,A�ea Assembly or cavity Cont. U-Factor UA Window 2: Other 17 0.320 5 SHGC: 0.29 Comment: Bedroom Front Left, U:0.32,SHGC:0.29 Wall 5:Wood Frame, 16" o.c. 144 15.0 5.0 0.053 8 Comment: Master Bedroom,WIC, 12D-5sw Wall 6:Wood Frame, 16" o.c. 144 15.0 5.0 0.053 6 Comment: Master Bedroom,WIC, 12D-5sw Window 3: Other 28 0.320 9 SHGC: 0.29 Comment: Master Bedroom,WIC, U:0.32, SHGC:0.29 Wall 7: Wood Frame, 16" o.c. 108 15.0 5.0 0.053 6 Comment: Master Bath, 12D-5sw Window 4: Other 4 0.320 1 SHGC: 0.29 Comment: Master Bath, U:0.32, SHGC:0.29 Wall 8:Wood Frame, 16" o.c. 180 15.0 0.0 0.077 14 Comment: Kitchen, Dining, Living, 12D-Osw Wall 9:Wood Frame, 16" o.c. 45 15.0 0.0 0.077 2 Comment: Kitchen, Dining, Living, 12D-Osw Door 1: Solid 21 0.290 6 Comment: Kitchen, Dining, Living, 11P Wall 10:Wood Frame, 16"o.c. 63 15.0 0.0 0.077 3 Comment: Kitchen, Dining, Living, 12D-Osw Door 2:Solid 19 0.390 7 Comment: Kitchen, Dining,Living, 11D Wall 11:Wood Frame, 16"o.c. 234 15.0 5.0 0.053 9 Comment: Kitchen, Dining, Living, 12D-5sw Window 5: Other 42 0.320 13 SHGC: 0.29 Comment: Kitchen, Dining, Living, U:0.32,SHGC:0.29 Window 6: Other 16 0.320 5 SHGC: 0.29 Comment: Kitchen, Dining, Living, U:0.32, SHGC:0.29 Wall 12:Wood Frame, 16"o.c. 171 15.0 5.0 0.053 6 Comment: Kitchen, Dining,Living, 12D-5sw Window 7: Other 46 0.320 15 SHGC: 0.29 Comment: Kitchen, Dining, Living, U:0.32,SHGC:0.29 Door 3: Solid 21 0.390 8 Comment: Kitchen, Dining, Living, 11D Wall 13:Wood Frame, 16" o.c. 77 15.0 5.0 0.053 4 Comment: Kitchen, Dining, Living, 12D-5sw Basement Wall 1: Solid Concrete or Masonry 1,456 0.0 10.0 0.055 80 Wall height: 8.0' Depth below grade: 8.0' Insulation depth: 8.0' Comment: Basement, 15BO-10sf-8 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements lis d i the RE c ck Inspection Checklist. matthew Wahl, hers rater 2572845 09/18/219 Name-Title Signatur Date Project Notes: Project Title: Report date: 09/18/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\180 Custer St\180 Custer St 09182019.rck Page 2 of10 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. `a� $( A 5'.'c r,'�y✓,� f 4�3. ,'R "'1 .7. �.,�#�,�. {yy{,,,���•tris (1 0 la �R �yy,•���« �s j�>��d•Yie1r.F�it�1.�. '�',J� jam, ,���� .,�r.��z�� �?', `��• f; y��•�-'jy}}�'. 6. i��. J+/:'6 <�� �r. r^ T -S•i`' gY.'pp �rv1fr '+` t� � G �T� '/'` -5�� 4Y Y'•t'J2..ni r •� �.«,. YS'+ .�,>•' �4'Y.L: Ya. �• t�t^,.,e 7�`fe� KhY. 'r^ t .zi^a b �`� rp+ {g] O �p/�«li -,", �`��r`�.,"� ��. ..•ee .'aE'.t•.'•':'..,��t�� gyp. r�,'�s'aY � q{ ..'lrU�E� t{./c�Cv lu�',��:d�'.c.'o � �1 `,,•�: :'+s�-�.�tsn�`}?�W}'A?q�L'y¢;,¢,N�� .,,,.�75�; !.'.:v{ �t �`i..n�^ Y' film �t.. e.r"Sa S� •..Y'-E�3;�':�f S.y.: .'•i:..�!":,k,v.vy. Y'�J'Ai +=ay ':�5..a(fti..�t'.'+kAt;s'�'f:4 3-cY�'SY ��p��'� ?..�r,7i .Atky�:`2Yis'r..:'Y1f� .l.U��+�'3.^�{l�r',F•t 103.1, ;Construction drawings and p ;Requirement uire ment will be met."103.2 'documentation demonstrate j'��;�°. ,.3 .,A�,�,�.; �- •�A, ,_' , . ° .�:. ,•a.,. ?. ,°ODoes Not [PRI]1 ,energy code compliance for the � ' • `��?; >�'$ '�°� x<�' ���<rr�:.�':., :building envelope.Thermal ' },, z=',�:4'''' + 3 ' -° ' ' Not Observable V+�;n�$:? tr 'v�,1Yn9a.C'ist�N.55p:,i""rt:�s,✓ G:i. 'R:%h '�i. + ;envelope represented _' �3?� s;`f `' s ed on 4 %• ° .n'°t;;-r-r.,,^Y: ❑Not Applicable !constructiondocuments. 103.1, ;Construction drawings and prom lies 103 ' p ,Requirement will be met. 2, documentation demo 7 x;sti. `".. ;° "r•. ,'r" ❑ q demonstrate R .. 403.7 �'2:�. �;�. � ''a;.<-,;�.n ���''''u� :�s�'<'.`� Does Not t s •:. ', ,energy code compliance for .�-,,;��3���'-=4��•,'' ��--r:{ Xu•�'k� 1 , -, ,= �..• fS`+l . "j [PR3]1 lighting and mechanicals stems. ' �'a E'" ''''' i`t�.: 'µ l ❑Not Observable ;Systems serving multiple <,• °' s'dr k .a ,': ry � e ❑Not Applicable rQ :,. ..y: rns :;., ;� ;dwelling units must demonstrate `=` 'r h`` `4` with the IECC 'fx (i' p'r °Rr'4aid; ,compliance . r'z3 �N: �k ., „ •a4` , !Commercial Provisions. r't:SM,u`N'rP'......�%.:AS'y':.ss..`w.+.:i4 ..w.8•?a.�ie.�w.:J::.:Y�. �-�,t+-Y''a^:., + 02 3;gyz" Heating and cooling equipment is: Heating: ; Heating: ;OComplies ;Requirement will be met. ,4241P ZIN. sized per ACCA Manual S based Btu/hr Btu/hr !(]Does Not CPa : on loads calculated per ACCA ! ' Cooling: Cooling: t[]Not Observable ,'`° : Manual J or other methods ; Btu/hr Btu/hr ! x approved by the code official. Not Applicable 1 Additional Comments/Assumptions: 1 High Impact(Tier 1) G,2 Medium Impact(Tier 2) aa'3;U Low Impact(Tier 3) Project Title: Report date: 09/18/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\180 Custer St\180 Custer St_09182019.rck Page 3 of10 ` Project Title: Report date: 00/I8/19 Project Title: Report date: 09/18/19 Additional Comments/Assumptions: 1 I High Impact(Tier 1) J;S?xaJ Medium Impact(Tier 2) 3. LowImpact(Tier 3) Project Title: Report date: 09/18/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\180 Custer St\180 Custer St 09182019.rck Page 6 of10 ' ^ ' ' Project Title: Report date: 09/18/19 , Project Title: Report date: 09/I8/19 PIP �Ngbytme SUMP0Yk`86k!A TIMM! 7 All mechanical ventilation system ElComplies Requirement will be met. fans not part of tested and listed DDoes Not HVAC equipment meet efficacy and air flow limits. E]Not Observable V ONot Applicable -401M,"N" Hot water boilers supplying heat OComplies will be met. Requirement through one-or two-Res, pipe heating ft? L_JLJo eS Not systems have outdoor setbac control to lower boiler wal ONot Observable E]Not Applicable 101rtemperature based on out temperature. 44" Heated water circulation systems OComplies ;Requirement will be met. have a circulation pump.The E]Does Not m;A ,V�'44M, system return pipe is a dedicated 5 txqXTt return pipe or a cold water supply E]Not Observable pipe.Gravity and thermos- ONot Applicable syphon circulation systems are �!,,,VAx not present.Controls for circulating hot water system -'pumps start the pump with signal for hot water demand within the occupancy. Controls x d ornatically turn off the pump MA "MI,3 ur when water is in circulation 10 opti Z is at set-point temperature and M no demand for hot water exists. ElComplies ;Requirement will be met. Electric heat trace systems ❑Does Not comply with IEEE 515.1 or UL 5 15 R - . - P. 4 k , R, - , Controls automatically adjust the energy input to the sy k,E]Not Observable heat tracing to maintain the N, []Not Applicable 01 IS,i, desired water temperature in the ping. .�k ElComplies Requirement will be met. Water distribution systems that FENN Does Not 1b have recirculation pumps that El pump water from a heated water E]Not Obsery supply pipe back to the heated able water source through a cold E]Not Applicable .W qkk; water supply pipe have a demand recirculation water T 4Y, V 4. 'N system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. OComplies .4 Drain water heat recovery units Requirement will be met. N tested in accordance with CSA qs,rF []Does Not 855.1. Potable water-side []Not Observable pressure loss of drain water heat 0Not Applicable recovery units<3 psi for it 0'M individual units connected to one 21,MM ort wo showers.Potable water- "'p, -o side pressure loss of drain watera. r � heat g R 0111� recovery units <2 psi for irk : Z, individual units connected to three or more showers. 404.1 ,75%of lamps in permanent T' Elcomplies Requirement will be met. [F1611 (fixtures or 75%of permanent E]Does Not ,fixtures have high efficacy lamps. ....... ,Does not apply to low-voltage E]Not Observable lighting. E]Not Applicable ElComplies ;Requirement will be met. 4�%'X,*'�`t Fuel gas lighting systems have Z,3 4P� #141 nl�,41no continuous'pilot light. E]Does Not 6g,-�T/, E]Not Observable E]Not Applicable 1 High Impact(Tier 1) M` Medium Impact(Tier 2) 3-,J Low Impact(Tier 3) Project Title: Report date: 09/18/19 Data filename: F:\Energy Rating Service\*Rem Files\Sligo\180 Custer St\180 Custer St09182019.rck Page 9 of10 W 0 titUIA �ep ,gamqci. r. In U� ZO OR KI plies Compliance certificate posted. 10 COM 'IF 1 Requirement will be met. E Does Not g I yfl*X";, ' :Not Observable E]Not Applicable Zr� Manufacturer manuals for Licomplies i Requirem-,nt will be met. mechanical and water h eating E]Does Not systems have been provided. OEo Observable E]Not Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) Medium Impact(Tier 2) xs Low Impact(Tier 3) Project Title: Report date: 09/18/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\180 Custer St\180 Custer St09182019.rck Page 10 of10 13 NOTE: TH15 PROJECT GOMPLIE5 WITH THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, AND 2016 UNIFORM CODE 5UPPLEMENT / �--_- 2015 I.R.G AND ALL OTHER PUBLIGATION5 INCORPORATED BY REFERENCE IN Iq NYGRR PART 121q THROUGH 1221. a N050. z O 1 DO NOT PROCEED WITH APP OVED AS NOTED I TITL= E 5 FRMANO UNTIL SURVEY , If OF FOUNDATION LOCATION DATE: /�B.P.# HAS BEEN APPROVED. FEE: �53�,�G13Y:� S.C.TJV. N0, DISTRICT: 1000 SECTION: 70 BLOCK: 8 LOT(S):30 SEAT-._ �0 RCti NOTIF BUILDING DEPARTMENT .AT #R10-19-0088 ��P� N TE ATS ELEE \/A I 765-1802 8 AM TO 4 FM FOR THE J 9� ON5 FOLLOWING INSPECTIONS: NIELL t. FOUNDATION ONC REQUIRED REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION r- — I ', FOR POURED CONCRETE O U I � � T I PLAN :� ETAIL5 PRE-ENGINEERED WOOD GON5TRUGTION AND/OR TIMBER GON5TRUGTION WELLING i W\P�\0N'wATER y > 2. OUCH - FRAI,4ING & PLUMBING w wF LL WATER � 02 6 �O 3. INSULATION 4. FINAL - CONST:-U^TION MUST 5EGTION 1265.4 516N OR 5YMB0L �I `�Tq OF N BE COMPLETE FOR C.O. (A) EACH NEW RESIDENTIAL 5TRUGTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXI5TIN6 RE51DENTAIL — — — — — — — — — — — — ,ZLLAN fi I ® ALL CONSTRUCTION SHALL MEET THE 5TRUGTURE THAT UTILIZES TRU55 TYPE CON5IRUGTION,PRE-EN61NEIERED WOOD GON5TRUGTION AND/OR TIMBER REQUIREMENTS OF THE CODES OF NEW GON5TRUGTION SHALL BE IDENTIFI87 BY A 51614 OR 5YMBOL IN AGGORDANCE HITH THE PROVISIONS OF TH15 PART. YORK STATE. NOT RESPONSIBLE FOR (B) THE 516N OR 5YM130L REQUIRED BY TH15 PART SHALL BE AFFIXED TO THE ELEGTRIG BOX ATTACHED TO THE DESIGN OR CONSTRUCTION ERRORS. EXTERIOR OF THE RE51DENTIAL 5TR IGTURE;PROVIDED HOWEVER,THAT: _ MOOF= PLAN R-- 15 R L=�;- I AOfR — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _waTERMAIN_ _ _ _ _ _ _ — (1) IF AFFIXING THE 516N OR 5YMB0L THE THE ELEGTRIG BOX WOULD OB5GURE ANY METER ON THE ELEGTRIG BOX, AVEN�I , OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR I 5YMBOL TO BE AFFIXED TO THE ELEGTRIG BOX,THE SIGN OR 5YMBOL 5HALL BE AFFIXED TO THE EXTERIOR WALL OF' THE RE51DENTIAL 5TRUC11JRE AT A POINT IMMEDIATELY ADJACENT TO THE ELEGTRIG BOX;AND r "`` CO,",`1rE WASH OUT AREA IA L L (2) IF NO ELECTRIC BOX 15 ATTACHED THE EXTERIOR OF THE RE51DENTIAL 5TRUGTURE OR IF, IN THE OPINION OF THE S 78'22 So fi w eeD or PRDPos11 DRIVEWAY. 115.94' 5 HEE A 'R02tfi i ~ — COMPLY WITH ALL CODES OF AUTHORITY HAYING JURI5DIGTION,7HE ELEGTRIG BOX ATTACHED TO THE EXTERIOR OF THE BUILDING 15 NOT LOGATED IN — n A PLACE LIKELY TO BE SEEN BY RREFI6HTER5 OR OTHER FIR5T RE5PONDER5 RE5PONDIN6 TO A FIRE OR OTHER DRAIN~ �,P 1 n!1 NEW YORK STATE & TOWN C TIES EMERGENGY AT THE RE5IDENTIA.L 5TRUGTURE,THE 516N OR SYMBOL REQUIRED BY TH15 PART SHALL BE AFFIXED TO THE — —-- �� _ AS REQUIRED AND CONDITION-: �,F U '� DRY WELL �ExP a - 152 -- WELL 8•DIAx4 DE / I P 0 EXTERIOR OF THE RESIDENTIAL 5TRUGTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION ASA -4 9 O a N PROPOSED jTAf,ING AREA r LOCATION LIKELY TO BE SEEN BY FIREFIGHTT R5 OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER W AND coNSTRuc,loN, I I ! I EMERGENCY AT THE RESIDENTIAL STRUCTURE. ENTRANCE ,, H- oa ti I PROPOSED z mw N a 13 t �'!' (G) THE SIGN OR SYMBOL REWREG BY THI5 PART SHALL BE AFFIXED PRIOR TO THE 155UANGE OF A GERTIFIGATE OF q cRlvEwar a ,, a w S NNL�. DDD _ }— OGGUPANGY OR A GERTIFIGATE OF GOMPLIANGE. THE AUTHORITY HAVIN6 JURISDICTION SHALL NOT 1550E A GERTIFIGATE S OP w m t r !JSES OF OGGUPANGY OR GERTIFIGATE OF GOMPLIANGE UNTIL THE 516N OR SYMBOL REQUIRED BY TH15 PART SHALL g 126 201 29'3 0 = T ( HAVE BEEN AFFIXED. - GF(19`S} 0 E -_"'__ $Ee✓---.�- (D) THE PROPERTY OHNER 5HAi.;_.BE RE5PON51BLE FOR MAINTAINING THE 51614 OR 5YMBOL REQUIRED BY TH15 PART DwELLwcs 1PSTO YD _ WL/PUBLIC 'vvATL, oar 'DEE STORY LAND N/F OF AND SHALL PROMPTLY REPLAGE ANY 5UGH SIGN OR 5YMBOL THAT 15 AFFIXED TO AN ELEGTRIG BOX WHEN ANY - 1 50 8'DIA,4'°EER `R3""BEDROOMNO DRY WFL -' FAS(AL ZUGMEYFR CHANGE OR MODIFICATION 15 MADE TO 5UGH ELECTRIC BOX. THE PROPERTY OHNER SHALL PROMPTLY REPLAGE THE EFL(z1.o) 8 DIAx4'DEEP OCCUPANCY OR DWELLING Z , - w/wEu WATER 51614 OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, o � 62,0• alt exterior lighting WORN OR OTHERH15E LE55 GON51PI000U5 TO FIREFI6HTER5 OR OTHER FIRST RE5PONDER5 RE5PONDIN6 THE A FIRE v WOOD Installed,replaced or USE IS UNLAWFUL OR OTHER EMER6ENGY AT THE RE51DENTIAL 5TRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VIGINITY sroDP z� rep^fired rhall Conform WITHOUT CE RT!FlCATE OF THE 51614 OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLA14T5,VEGETATION,AND OTHER OBDTRUGTION THAT -Z — ger�7� MAY HIDE OR OB5GURE SUCH 516N OR 5YMBOL OR OTHERN15E GAU5E SUCH 516N OR 5YMBOL TO BE LE55 GON5PI000U5 <F M p O 'C`p� ®F OCCUPANCY RI Y TO FIREFIC-HTER5 OR OTHER FIRSTRE5PONDER5 RE5PONDIN6 TO A FIRE OR OTHER EMER6ENGY AT THE RE51DENTIAL 5TRUGTURE. SANITARY W I_ l ►l�V 11 t� i V I c:the Tot"m Code - - cQ LU (E) THE SIGN OR SYMBOL INDICATING OF TRU55 TYPE GONSTRUGTION,PRE-ENGINEERED WOOD GONSTRUGTION AND/OR TIMBER s ,� . GONSTRUGTION SHALL COMPLY WIT-I 114E REQUIREMENTS OF TH15 5UBDIVI510N. (1) THE 516N OR 5YMBOL SHALL GON515T ELEv. 21.0 ,� 1 11 I Blower doer OF A GIRGLE 51X INGHE5(152.4mm)IN DIAMETER,WITH A STROKE HIDTH OF 1/2 INGH(12.1mm). THE BAGK6ROUND OL DR BROWN 1 ANDY LOAM 2' TYPICAL SILT \��\ SCREEN SECTICa C}� DRAINAGE INSPECTIONS ARE REQUIRED OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN DOLOR. THE GIRGLE AND CONTENTS SHALL BE REFLECTIVE RED 11d ductwork BROWN o cEOTExnLE FABRIr. - IN DOLOR,GONFORMIN6 TO PANTOf1E MATCHIN6 5Y5TEM(PM5) #181. SM LOAMY SAND 1.5' uPPOFr POSTS testing required. Contact TOS Engineering at 765-1560 before _ PROPOSE. SOIL �-WOOD OR META, m Backfill,OR Provide Engineer's Certification (2) THE 516N OR 5YMBOL SHALL BE OF STURDY,NON-FADING,HEATHER RE515TANT MATERIAL;PROVIDED,HOWEVER, o STOCK PI L ANSA OW DIRECTION that the drainage has been installed to Code. THAT A 51614 OR 5YMBOL APPLIED DIRECTLY TO A DOOR OR 51DELI6HT MAY BE A PERNAMENT NON FADING 5TIGKER BPALE ROWN OR DECAL. MEDIUM z FELLED TR AND , BACKFILLED TRENCH— (3) THE 516N OR 5YMBOL SHALL GONTAIN AN ALPHABETIG GON5TRUGTION TYPE DE5IGNATION TO INDICATE THE SP s&D s E11111111 GROUND GRAVEL ELECTRICAL GON5TRUGTION TYPE OF THE RE5IGENTIAL 5TRUGIURE,A5 FOLLOH5: g Must provide Manuals ELECTRICAL PROPOSED E1M111 _ — — _ — — II _ TI Tom- INSPECTION REQUIRED (1) IF THE RE51DENTIAL 5TRUCTURE IS SUBJEGT TO THE PROVISIONS OF THE RGNY5,THE GON5TRUGTION TYPE CF DISTURBANCE t 1=III=III=III=III=III=III1�m =III= 11=I1=1=III=III=III=111 �, and S �S ger SILT FENCE =ill-=1 _TTI—ITE-1 J-I - TI=�. =1 —III=111—III—III=111 —III- 11 I6111—I I=III=1 i lDE51ONATION SHALL BEV AND --o -0 -- --{� J11ICII I=1 =1IICII ICI = III=1 =1III=111=II=S Energy Code (II) IF THE RESIDENTIAL 5TRUGTURE I5 SUBJEGT TO THE PROV1510N5 OF THE BGNY5,THE GON5TRUGTION TYPE r"raw«r DE516NATION 5HALL BE "I", "II", "III","IV",OR "V" TO INDIGATE THE GON5TRUGTION GLA551FIGATION OF THE 's NO WATER r TRUSS STRUCTURE UNDER SECTION 602 OF THE BGNYS. — 17, _ — — LICAIRDING-3 OCARED (4) THE 51ON OR 5YM130L SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOGATION5(5) JULY 28, 2019 N 78022'50"W \\ 115.94'\ _ CONTAINING TRU55 TYPE GON5TRUGTION,PRE-ENGINEERED WOOD CONSTRUGTION AND/OR TIMBER GON5TRUGTION K. WOYCHUK LS 11 50'MIN {'�• • STRUCTURAL COMPONENTS A5 FOLLOWS: LAND N/F OF DWELLINGS LAND N/F OF T BUT SUFFICIENT TO 'r FFP l+�r'e ►sj,e Cation " M Tl?ICAI DRYWEP CROSS SECTION GERARD WORYS7_ W/PUBLIC WATER I HOWARD SAWICKI SEDIMENT ON S'IE In r z (1) F SHALL MEAN FLOOR FRAMING INGLUDIN6 61RDER5 AND BEAM5; (CONC. PRECAST COMPONENTS) —i HAY BAIL AND/OR Z J W required a er pLU14l3ER CERTIFICATI N (II) "R" SHALL MEAN ROOF FRAMING;AND /slLr FENce,:c S Code (III) "FR" SHALL MEAN FLOOR FRAMN6 AND ROOF FRAMING. 8"SLAB FOR NDNFTRAFFIC BEARING DRAINAGE CALcuI-arloNs: W Q O ON LEAD CONTENT BEF RE 8"SLAB FOR TRAFFIC BEARING HEA DUTY UJ 0\4 O = (5) THE GONSTRUGTION TYPE DE516VATION SHALL BE PLACED AT THE 12 O'CLOCK P051TION OF THE 516N APPROVED INLET PIPE / CASi IRON FRAME AND APPROVED OUTLET PIPE A) DWELLING FOOTPRINT=1,800 SO FT a �\ \T Z MIN d"CIA COVE% 10 GRADE TO 11 Na.ONOIARINGS 1.800 x 0.166=29880 < 2990 REDUItiED Q �y n, t- OR SYMBOL,OVER THE LOGATION DE516NATION,WHIGH SHALL BE PLAGED AT THE 51X O'GLOGK POSITION OF THE PITCHED 1/8"/1' 0 0 CERTIFICATE OF OCCUR NCY - PITCHED 1/8"/I' (2) 8�DIA x 4' DEEP DRYWLLL=33EC/ F'HOVIDt �y Q — — — — — i— SOLDER USED IN WA R 51614 OR SYMBOL. L�C o ❑ B, DRIVEWAY=815 1350 of O �{ -T 893 x 0.166= 135c/ iY o �� /cj�G CN O ` N T I (1) 8DIA 4' DEEP DRYWELI= 1690 PROVIDED 0 SUPPLY SYSTEM CAN w I-) �3�'/"I'�TS UCTION ENTRANCE - FOUNDATION DFF COMPACTED ROOF FLOOR wroNE BLEND oR N r srATL Dor. AIPPRovED R.c A EXCEED 2/10 OF 1% LE D. 18" (Min.) ABOVE E%I;iING GRADE FDR DRAINAGE ALLi"�FV.'19ENY V ZONED ONFORMING LOT tTT I �s«rta L_.;.., ;(�.a r. ESTE. 0 II ! T,'._. t. r_ ` Ice FRONT PARD: 40'12114 —I q & `1"' •`-' NEE 1 REAR YARD: 50'MIN In IC�Sr"HD _'r.E S"'A° y "{'"'°-° T `'ds�'1L�(r�RE COVERING 3' MIN .. 8' _ SIDE YARD: 15MIN 35'TOTAL BACK FILL MATERIAL To BE THE WATER SUPPLY, WELLS, DRYWFI-LS ANIO CESSPOOL_ O CLEAN SAND AND GRAVEL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. REVISED 08-25-19 ELEVATION DATUM: -----NAVD8s ---------- -- j r G AREA:20,277.85 �Q.FT. or 0.47 ACRES o Q 00z AND FLOOR (n Z Q GRADE BUILDING IN5PEGTOR HILL VERIFY INSTALLTION OF 516N/5YMBOL DURING FINAL IN5PEGTION. FL OT PLAN O Q NOT TO5GALE � � O 0 � tH Ove < n � 115.84' NOTE DW6 NO SURVEY DATA HA5 BEEN TAKEN FROM A SURVEY F.��� � I � PREPARED BY: KENNETH M. WOYGHUK ' 1``� LAND SURVEYOR P.0 BOX 153 AQUEB06UE, NEW YORK 110131 Q DATED: AU6U5T 25, 201q GRIGKET ' NOTE CEDAR IMPRESSIONS EXTEND GHIMNEY Y RIDGE HEIGHT CONTINUOUS RIDGE VENT Q HEIGHT AS NOTED ON PLANS Q ROOF OVER ROOF 2"x 6" RIDGE- GONTINUOU5 RIDGE VENT 2"x 6" R.R @ 16" O.G. 1� 1/2 PLYWOOD 5HEATHING #15 FELT CONTINUOUS RIDGE VENT ASPHALT SHINGLES A5 5ELEGTED BY OWNER - - PROVIDE VENTING IN ROOF OVER ROOF 5P ALT GRIGKET PHALT SHINGLES SHINGLE 12 � > ASPHALT I `�j 5HIN6LE5 12 — — — — ICE SHIELD — — — — — — — — — — —ICE SHIELD �� — ICE SHIELD — — — — IGE SHIELD 12 GLC. HT GLC. HT m - - N WIN. HT WIN_HT — _p II II II I I II II _p I I IIII I I IIII CEDAR IMPRESSIONS o — CEDAR IMPRE5510N5 6 � Q ILI VINYL SIDING = 36 RAILING IILLiu MITIQ --- LJIL IN. FL @ 21.0 FIR.-FL @ 21.0 I 1 111111 Will 111111 111111 F 4 O ISRAME N I ; NOTEI I I I I t o QU: I I II II �L���� ALL LUMBER THAT COMES IN GONTAGT WITH —,—x 8 GONG FOOTING LU I I I I Ii t I � CONCRETE SHALL BE A.G.Q. LUMBER. I I I I — — — 16— — — — — — — — — — LLL—�JJ J I I SEAL ARc 4 x 4 POST ANCHORED ON I I I �`G� lSrjT 10"(P 50NO TUBE BELOW GRADE _ —FIN. FL — AND 4"-6" ABOVE GRAPEif-:---f -:---- if - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I U 16" x 8" GONG FOOTING � ..� — 16" x8" GONG FOOTING — - - "- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ST'�TC O OFOS O f=RONT ELEVATION FROFOSEC7 LEFT SIVE ELEVATION F 1/411= 1'- O" 1/411= I'- O" m < NOTE ICE SHIELD TO EXTEND FROM N ROOF EDGE TO A MIN. OF 24" �Y IN51DE GF EXTERIOR WALL LINE N m RIGKET GONTINUOUS RIDGE VENT — RIDGE HEIGHT ILU v- GONTINUOU5 FZIDOFv 10 LU U.a SPHALT ASPHALT 12 SHINGLE5 12 -� 5HIN6LE — —IGE SHIELD— — — — --ISE SHIELD GLG_HT _ 11,00 %0 N WIN_HIT } :NY" tLl WW � VINYL SIDING VINYL 51DIN6 �? VINYL SIDING v FIN.FL® 21.0' 1- z ED � Z GRADE rA GRADE Z O (L .0. GRADE � t— O O I I I i i a ; — 1 " x8" GONGFOOTIN6 I V � - - - _ - - - - - - - 6 — — —4" x 4" P05T ANCHORED O _II - _ 10"(P SONO TUBE BELOW GRADE I I I I d AND 4"-6" ABOVE GRADE ( I I I I I I I I I Z — =J L= _ _ _ _ — __ _ _ _ _ _ _ __ __ ___— _— _—_—_- - - I6" x8" GONG FOOTING ?] - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — w < 4 z1- olu zOFOS � ELEVATION FROFOS7 16 �T SIO� L ELEVATION 1'- O" � Lo(1 1/411= I'- O" DWG NO 1 I�IL✓�/� •i� l`�iD NOTE! _ I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND NEW CONSTRUCTION POSTS ABOVE. DOUBLE ALL FLOOR J0I5T5 AND TRIMMERS AROUND _ —_ _ TO BE REMOVED STAIR HELL OPENING. 62'-0" 2. ALL STRUGTURAL GOL'5 THAT SUPPORT ANY HEADERS EXISVO STRUGTURE L.V.L., GIRDERS, ETG. SHALL BE SUPPORTED DOWN TO FOUNDATION, FT65, AND OTHER STRUGTURAL 10'-3" 23'-l0" 8'-0" 1414" d° NEW GONGRETE GIRDERS OR HEADERS A5 NEGE55ARY. 3. ALL PLYWOOD 5HEATHIN6 SHALL BE GONTINUOU5 4" x 4" POST ANCHORED ON SEGMENTED SHEAR WALL FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY to m soNo TUBE BELOW GRADE AND 4"-6" ABOVE GRADE — — — — — — — SECONDARY ROOF SYSTEMS, GARAGES, OR COVERED NOTE: PORGH'S. (ETG) DESIGNATES DETAIL VIEW — — — — — — — SMOKE DETECTOR d CLOTHES DRYER VENTING NOTE CARBON MANOXIDE DETECTOR DRYER TO BE VENTED TO THE EXTERIOR �— DESIGNATES SHEET NUMBER "" "' ' ' TO BE HARDWIRED WALL OF DWELLING AND SHALL COMPLY A \\ - - - - - - - 4 (2)2"x 8"HDR X- # 4 INTERCONNECTED WITH RMI502. DESIGNATES SECTION VIEW lz X HOLD D — — — — 51LVER LIN 2030 SLIDE — — — — — — — — — — — — — — — — — SILVER LIN 2030 SLIDE 2"x 8" NAILER m rHO DN. # _ DESIGNATE5 SHEET NUMBER r G NG. — DATION WALL 7-7 - - - — - - - - - - - - - - - - - - - - - - - - Ib" x 8" GONG. FT . NOTE: NOTE 3'-8" I 12'-I" I'-4" II'-5" I'-4" DOUBLE ALL FLOOR JOISTS r ALL LUMBER THAT GOME5 IN GONTAGT WITH r I I UNDER PARTITIONS ABOVE. I z GONGRETE SHALL BE A.G.Q. LUMBER. _ ) �2 DOUBLE ALL FLOOR JOISTS E�- �/ ~ o AND TRIMMERS AROUND ANDRAIL o " I ~ ~ STAIR WELL OPENING. �/ I R-30 IN5ULATI N IN FL. JT5 N x NSI I I� UP o g CELLAR HOLD DN. 12' 0" I HOLD DN. 8'-0" GLC.HT. i m -j - m - - en u- = - - - _ 11.1 I — X ® � � �ELEG. - ELECTRICAL - N J 5.D. NSW O � STAT L CTRICAL REO I M NTS: . : °. . I I� I I ocH. m ECTRICAL WORK WILL COMPLY WITH THE RE5I®ENTIAL CODE OF NEW YORK 5TATE O L 8'-1" I I 1 NERO� 57AR LA5ELE� HOMES o I 13- 2'_x 12" GIRDER I_ _ _ 3_2" x 12" IRDE 6 3 2" x 12" GIRDER 2_x 12" GIRDER _1 - - I 1 �t ( 3- 2" x12" GIRDER — I I L — L — J L — J L — J L — I I I I I N SEAL I COOLING EQUIPMENT AIG 14 5EER/12 EER I I GONG TG24" x 24'(TYP)x 12" I I 1 I I RC (MINIMUM) HEAT PUMP 14 5EER/12 EER 8.5 H5PF �I I W/ 3 STE L COLUMN I UNEXCAVATED 1 �o I I o COOLING EQUIPMENT ENERGY STAR QUALIFIED 6A5 FURNACE qO AFUE;OR 4"GONG. SLAB OVER BACKFILL `; I ,: %GOMPAGTION.MATERIAL ® q5 o Cc (MINIMUM) ENERGY STAR QUALIFIED 6A5 OR OIL BOILER 85 AFUE;OR J I R-30 INSULATION IN FL.JT5 A " ENERGY STAR QUALIFIED 8.5 H5PF HEAT PUMP;OR OIL FURNACE 85 AFUE ® 0 I I u m t2 m 1 1 I �, �0 2 9 1 - a ® Ig cr ® I x ® Q� 1 I 1 ()FN // THERMOSTAT ENERGY STAR LABELED PROGRAMMABLE Z 1 I DUCTWORK LEAKAGE MAXIMUM: 6 GFM25/100 50. FT.OF CONDITIONED FLOOR AREA LL INSULATION MINIMUM: R-8 IN UNCONDITIONED 5PAGE5 1 m LL w m 1 - m� ENVELOPE LEAKAGE 5 AGH50 MAXIMUM;COMPLETED THERMAL BYPA55 CHECKLIST N I I I I I dJ 1 FLAT GEILING5(MINIMUM) R-38(R-30 WITH RA15ED HEEL TRU55 OR EQUIVALENT) 1 VAULTED CEILINGS(MINIMUM) R-30 (LIMITED TO 500 sa.ft. OF CEILING AREA) 28'-0" HOLD D20'-8" — — — — J I B- 4 I I d1 WALLS (MINIMUM) R-13 1 FLOOR(MINIMUM) R-Iq I - - - - -- - - - - - - - - - - - - - - - - - - - - --' -I 2"x8" NAILER — - - - - - - - - - - L - - - - - - - - - I (V — ..: ,<: BASEMENT OR GRAWL5PAGE WALLS(MINIMUM) R-10 CONTINUOUS OR R-13 CAVITY HOLD — — — — — — -' — — — — — — — — — — — — — — — — — — — — D -- -� 6 �� N � x - I OLD DN. SLAB EDGE (MINIMUM) R-10 FOR 2 FEET MINIMUM I AS PER N.Y.5 RESIDENTIAL BUILDING CODE CHAPTER 14: ,j�\cv ® (2)2"xb" HDR cv ® NOTE: ® 4"x4" P05T W/ WINDOW5 (MAXIMUM) U-FACTOR WINDOWS<35 AND ANY 5HG5;SKYLIGHTS<W AND< ANY I SECTION M1401.3 SIZING: (�_ — —= 10"(P x 36" BELOW GRADE ((� 5HGG HEATING AND COOLING EQUIPMENT SHALL BE SIZED � GONG. FTG. BASED ON BUILDING LOADS — — — — —CALCULATED IN I — I �-- WATER HEATER EF (MINIMUM) GAS OR OIL: 40 6AL=0.61/50 GAL=.5q/15 GAL=0.54 AGGORDANGE WITH AGGA MANUAL J. L — — — — — — CLOTHES DRYER VENTING NOTE OR: INSTANTANEOUS WATER HEATER OR INDIRECT-FIRED 5TORAGE TANK WITH — — — — — — DRYER TO BE VENTED TO THE EXTERIOR BOILER L — — — — — — J WALL OF DWELLING AND SHALL COMPLY WITH RMI502. LIGHTING AND APPLIANCES 500 kWh OR 650 " 5AVIN65 REQUIRED FOR ALL NYESLH 21'-4" — 20'-0" " " — — — — — — — — 2'-4" S'-0 2'-4 ELECTRICAL kHh SAVINGS 4611-411 MECHANICAL VENTILATION AUTOMATICALLY CONTROLLED MECHANICAL VENTILATION SHALL BE INSTALLED e- 621-011 ACCORDING TO NYESLH TECHNICAL 5PECIFIGATION5 _ -V I W RST FLOOR u; COMBUSTION SAFETY TESTING REQUIRED FOR ALL NYESLH (SEE NYESLH TECHNICAL SPEGIFIGATIONS) F OPOSEP FOUNDATION ob NDATI OSI PLAN L J� -- — — r— y I I�( j�'l A ATTACHMENT OPTIONS I/4"= `� ,� m "51MP5ON" H005 QR "SIMPSON"PHD5 2-I6d COMMON o NAILS® b" O.G. 2-I6d COMMON 5TH J 2 xb R.R. ® I6 O.G. FOR FULL LENGTH NAILS @ 611 O.G. 12"BEARING ON P O S T CONN (:v T O N P TAIL 5 8 OF STUD FOR FULL LENGTH -IOd GOMMON GONGRETE WALL WALL STUD 3 OF STUD r- r BLOCKING BLOGKING® NOTE 2"x6" DECKING DECORATIVE MOLDING 1' } ' 5/8" A.B.® 45" O.G. WITHENDWALL / ENDWALL FILLER STRIP b-8d GOMMION ~ } Z 3"X3"X 1/4" PLATE WASHER ° ALL LUMBER THAT GOME5 IN GONTAGT WITH HEADER AS NNOTED ON PLANS 2-2"x10" HEADER GONGRETE SHALL BE A.G.Q. LUMBER. 14-I6d COMMON NAILS J W • / (BEAM) 6-8d C.OMMION DECORATIVE MOLDING {w- 0 -A O 2"xb"SILL PLATE ° ° pR �� T CONCRETE WALL ° ° ° ° ° ° Q�� ° ° REBAR ". " ' FILLER STRIP 3-I0d COMMON PORCH COL. TO HDR. @ v O Q % SIMPSON STRONG-TIE a ROOF CONNECTION p m e ° � 5/5"(P THREADED ROD EMBEDDED ° 14-I6d COMMON NAILS ' AG4 lfl (Q ANCHOR (POST) 3 I/2" FOR HOLD-DOWN ANCHOR 12 1/2" INTO CONCRETE ° POSTING AS NOTED 2" x 6" FLOOR JT5® 16" O.G. 5/8"X12"ATR ANCHOR a �¢ok^ BOLT SPECIFICATION ON PLAN PORCH COLS TO HDR. 2-2" x e" HEADER p r MIN. 5.5"EMBEDMENT CONNECTOR 4" x 4" POST ANCHORED ON z SET IN A�,RYLIG TIE ADHESIVE(AT) \�2 \N• 12"M� 12" MAX 10"�, x 36" FTG. BELOW GRADE � m I [] �M/N b" —mlN b" MIN 14-I6d COMMON NAILS AND 4"-6" ABOVE GRADE (BEAM) — "SIMPSON" x . • 4" x 4" P05T ANCHORED IN 6-85d GOMMION Z Z UL STHP14RJ a . a AB IPOST BASE BY SIMPSON — O _ Q z • 8" x36" FTG.BELOW GRADE _ UL 2-16d COMMON AND 4"-6" ABOVE GRADE O RIM J015T NAIL5®6"O.G. FOR STUB LENGTH N • {- O m -1" [511 12" BEARING ON . `. . b-8d GOMMION � -I WALL STUD ` 51MP50N 5TRONG-TIEK — 14-16d COMMON NAILS AGER ° AB P05T BASE BY 51MP50N PORCH DETAIL TO! HDR. "SIMPSON" HDQS QR Q II " ANCHOR BOLT® 36"O.G.FOR 2 STORY (POST) z� � "SIMPSON" PHD6 " ANGHOR BOLT® 12"O.G.FOR 15TORY POST W� FTG. CONNECTION Z v a 2-I6d COMMON " ANCHOR BOLT® 5l"O.G.FOR 5LA13 ON GRADE — NAILS® b" O.G. 0 FOR FULL LENGTH "ANGHOR BOLT® 23"O.G.FOR 2 STORY tu FOUNDATION ANGHORAC DETAIL /� ° ONE#4 OF STUD "ANCHOR BOLT® 46"O.G.FOR I STORY 2"xb" DECKING DECORATIVE MOLDING O V Q PLAN VIEW a REBAR pR " ANCHOR BG13 BOLT® 36"O.G.FOR SLAB ON RADE 2"xb" DEGKING v � ° d (A5 PER WFGM TABLE 3.2G) ° ° ° ° ° ° °° Simpson Strong-TIe ''nn 2" x 6" FLOOR JT5® 16" O.G. 7 11 J z V Lu ANCHOR Bv BOLT® 36" O.G.FOR I-3 STORIES ° I. MIN."i EMBEDMENT INTO CONCRETE b-Sd GOMMION O Z w/3"5GUARE WA5HER5 AND END NUT SETUP O -1 Qn I.MIN.T' EMBEDMENT INTO GONGRETE ° ° ° ° ° ° • w/3" SQUARE WA5HER5 ANC END NUT SETUP ° ° ° 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR 1/2" LAG.BOLT3-IOd COMMON 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR FFz0 a ° OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 ® 24" O.G. FILLER STRIP DWC NO OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 \�y��¢\��¢ 4, TEGO'5 3. 1 - ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6" MIN. ao ° 3, I - ANCHOR BOLT 15 TO BE LOCATED BETWEEN b" MIN. ,p oq...,° TO I2 " MAX. FROM ENDS OR CORNERS TO 12 " MAX.FROM EN05 OR CORNERS 22 MMI�NNII 4.GONC,. BLOCK TO BE FILLED 50LID ® ANCHOR BOLTS. 1181141)THREADED ROD EMBEDDED 4.GONG.BLOCK TO BE FILLED SOLID® ANCHOR BOLTS. 51DEGO'\R 5/8" ANCHOR BOLT PORCH COL'S TO HDR. * ANY ROOF PITGH"1:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY 121/2" INTO CONCRETE ® 4 O.G.(TWO STORY HOUSE) FLJ TO DWELLING CONNECTOR NOTE! 6'-5" 5-4" 12'-I" 10'-2" ALL EXTERIOR WALLS BEHIND TUBS NOTE! 8' O" $ SHOWERS SHALL BE INSULATED NOTE: d FINISHED WITH GYP BD. BEFORE SMOKE DETECTOR I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND % INSTALLATION OF FIXTURES.PIT CARBON MANOXIDE DETECTOR POSTS ABOVE. TO BE HARDWIRED DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND d INTERCONNECTED STAIR WELL OPENING. A `> 2. ALL STRUCTURAL GOL'S THAT SUPPORT ANY HEADERS NOTE! L.Y.L., 61RDER5, ETC. SHALL BE SUPPORTED DOWN TO SHEARWAL FOUNDATION, FT6'S, AND OTHER STRUCTURAL SHEARWAL 2" x 6" PEGKIN5 ATTIC AGGESS MUST BE BACKED GIRDERS OR HEADERS A5 NECESSARY. 12" OVERHANG WITH R-10 RIGID INSULATION. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3. ALL PLYWOOD 5HEATHIN6 SHALL BE CONTINUOUS 5 FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY : . . SECONDARY (2) 2" x 10" HDR 2 2" x D 3'-0" 2 2 xx5"0R (2) 2" x l0" HDR 3'-6„ PORGHS. (ETG)OF SYSTEMS, GARAGES, OR COVERED SEAT F — J I I — — v. I 2" X 6" RID6E 15'-6" o I 0J. 1 REF LL / I 2" X 6" R.R. © I6" O.G. \ 5HOWER HEAD -1 10'-0" ® 12'-4" / z �/`,� 2.. X 4.. �^ 5D ANDRAIL I 2 - 2" X 8" HDR. SYMBOL I_IL�/L L � N� \\ M �TEi BE�i�OOM 0 M.V. STH I m _ �I \ q'-0" GL6. HT r — — — — — — — — — cv— — VAULT LINE — — — — DET J C) \ 125 GFM 3'-0" 7 2" X 4" ® 16" O.G. v' \Jim H 0 0 I� - - I 1 I 1 2 - 2" X 6" NEW CONSTRUCTION z ® \/F ® 5' �:031 ® 5'-O" DID I I �II I I A I TURNED DOWN P05T __— TO BE REMOVED \ m I zq I O I I�I�O7 ROOM 2" x 5" HD I DECO COL. `' CV \ \`�y/ cV KITCHEN o �_ 11'-0" GL6 .HT EXIST'G STRUCTURE \ 5-O' 1191 I I I'-0" GL6 .HT I ® TRUE VALLEY/VAULTED GL6 I a NEW GONGRETE 2"x b"@ 16"O.G. \ �j ELEG. 25 GFM I I I J ,�� I BEAD BOARD OR EQUAL 1 aD SEGMENTED SHEAR WALL ® GL �,�TH I Q ROOF RAFTERS \ 5 D I I x o La-f DESIGNATES DETAIL VIEW A 0 \ LIN Q / GEILIN6 J015T5 DESIGNATES SHEET NUMBER sp 'A \ / z X- # 3 �4 �4 = 2- 13/4 X q I/2 LVL I Q J CL O L �i o Q X ROOF RAFTERS \ o DESIGNATES SECTION VIEW HALLSDG. x 11> \ I X N 4-7 ® / A GESS\ TI GL6.HT 0G.M. _1 m Z z = DET. O — — — _ ILu GARAGE # GL 9rq OL '� =/ Iq'-2" - - 4" GONG SLAB = DESIGNATES SHEET NUMBER 20-GFM. DOOR \� I > 0 _ _ 5EE ROOF P A ON SHEET 4 OF 5 _ 57 TYPE "X" GYP. BD. T. $ 5. Q 4 O \\N WALLS AND CEILINGS ® / L=======1 J__ DOUBLE GEILIN6 I I I� /I 1�1�7 ROOM /�z\ I \ n \ J015T5 AROUND ELEG. Q G I_ Y C) // ATTIC AGGESS 5°' 11'-0"GL6 .HT / ° \ I SEAL I� IxO \\J ~ I i��TIL G�4 pARC N = ELEG. v ,n TRUE VALLEY/VAULTED GLG/ \ N �o'� ,T, Q.E yj ° / S.D. o �EDR®OM 0 I / I \ I o � II / � \ I \9i�,� PORTICO DETAIL TYP. q-O GL6. HT ® 2 d / I \ \ I j R-Iq INSULATION w x J - — RUN PERPENDICULAR c 1 v cv \�y/ 5Er RRcc "I ° p a� VAULT LINE / I \ — \L!y o x /1\ w O / \ V LT LINE \'� OVER G.J. y it q-O GL6. HT N Iq 0 \IN 1 GEILIN6 JOISTS 10' 13';0" ooc ICL® _ / I - y1\ \ 1 �gT\� 2"dI 00 B- 4 \ \ I EOF (2) 2" x 12" HDR „ I „ \ �/ „ I I / C1, ® ® ® ® \ I BETWEENGEL IN6 J015T5 / (2 2 x 8 HDR (2 2 x 8 HDR I z I = \ 2-2" x 4" TOP PLATE 2'xb' 2'xb" s _ z— — — — — — — — — Ix OVERH 6 Q 6` (2) 2" x 12" HDR — — — — — I/2" GYP BD. — - - - - - - - - - - — � RR— � - - - L — � ROOFO HANG - - - -- - - - �1 3-0 - 7v HOO MK N 2'-4" 2'_4" SHEARWALL NOTE! N 4Q.POST SHEARWA L 5HEARWA L STUDS ATTIG AGGESS MUST BE BACKED WITH R-10 RIGID INSULATIC)N. 2-2" x 8" HDR G-4 (� SHEAR HAL m SEE DETAILS ON SHEETS 6 d '7 I • N 6'-10" 13'-4" q'-2" 211 q'-3" 7'-I I" 2'-4" L 8'-0" L 21_411 (TYP) ATTIC INSULATION DETAIL 20'-O" 12'-V m 62'-0" A 4 OOSO "FLOOD PLM 2- 13/4" X q I/2" LVL RIDGE � INSTALL GAS FIREPLACE As PER GONTINUOU5 RIDGE VENT m 1/4"= 11- 011 MANUFAGIURER5 5PEGIFIGATION5. MU5T PROVIDE INSTALLATION r W MANUAL ON 51TE FOR BUILDIN6 vE- IN5PEGTOR TO REVIEW 2"x 4" COLLAR TIES ® 169" O.G. tu v 2- 1 3/4" X q 1/2" LVL RIDGE 2" x 8" R.R @ 16' O.G. CONTINUOUS RID6E VENT NOTE: 1/2" PLYWOOD 5HEATHIN6 #15 FELT (Y1 2"x 4" COLLAR TIES @ 16" O.G. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS ABOVE. ASPHALT SHINGLES (AS SELECTED BY OWNER) �O �-- 2" x 8" R.R @ 16' O.G. DOUBLE ALL FLOOR J015T5 ®� 1/2" PLYWOOD 5HEATHIN6 AND TRIMMER5 AROUND 2- 1 3/4" x q 1/2" HIP RAFTER #15 FELT STAIR WELL OPENING. NUMBER DOOR SIZE DOOR TYPE AMT. ASPHALT 5HIN6LE5 (A5 SELECTED BY OWNER) �- -� 12 12 2"x 8" GEILIN6 JOISTS ® 16" O.G I 3068 SHING EXTERIOR 2 2"x 8" GEILIN6 JOISTS @ 16" O.G 8 8� p 2 3068 SWING 3/4 HR. S.G.F.P. 1 t= i- EZEII II I II II II II II II I II II II II - } 3 2668 SWING (INTERIOR) 4 12 O.H. � 3" CONTINUOUS SOFFIT PENT 4 2068 SWING (INTERIOR) 16 5 6068 SLIDER (EXTERIOR) I 2- 2"x 4" TOP PLATE II II I II II II II it II II I II II II II �' } z IIII IIII IIII IIII IIII IIII IIII IIII IIII Z lU 6 8070 O.H. GARAGE DOOR I 1 Ll U lJ lJ LJ LJ lJ tJ u lJ -A O DOUBLE LAYER OF R-Iq INSULATION RAFTER TIES 2- 2"x 4" TOP PLATE O Q = 2"x 4 5TUD5 ® 16 O.G. RUN PERPENDICULAR RAFTER TIE5 2 I/2" PLYWOOD SHEATHING w/ I/2 GYP BD DOUBLE LAYER of -O* 2"x 4" STUDS @ 16" O.G. r VAPOR BARRIER RUN PERPENDICULAR o R-13 INSULATION D. O O X11 MBO WINDOW MODAL STYLE AMT. 3/8" SHELTER WRAP E.P.5. BOARD = I/2 GYPSUM BOARD. 1VAPOR BARRIER ATHIN6 dJ (� W/ I/2" GYP BD SY L R. O. DIM. VINYL 510INO (A5 SELECTED BY OWNER) R-13 INSULATION H/ 5 Q 3/8" SHELTER WRAP E.P.5. BOARD 1/8" x 4'-8 7/8" * ANDERSEN 3046 D.H. 4 1/2" 6YP5UM BOARD. LIVING ROOM _ DINING ROOM 13/4" x q I/2" TJI FLOOR JOISTS ® 16' O.G. II-0 GL6 .HT 11'-0" GL6 .HT LIVING ROOM VINYL SIDING (A5 SELECTED BY OWNER) � T– B 2'-8 1/8" x 4'-8 -1/8" ANDERSEN 2646 D.H. 3 OL 13/4" x q I/2" TJI FLOOR JOISTS I6' O.G. z 3/4" SUB FLOOR 6LUED AND NAILED tT� © 3'-O 1/8" x 3'-0 7/8" ANDERSEN 210210 D.H. I 3/4" SUB FLOOR 6LUED AND NAILED O �- ® 2'-4 7/8" x 2'-O 5/8" ANDERSEN A251 AWNING I Z x 1'-6 5/8" ANDERSEN AFFW 8006 ARCH I 6ARA6E FLOOR FIRE5TOP5 2" x 10" RIM J015T F 3'-0" x 2'-0" SILVER LINE 3020 SLIDER 4 GARAGE FLOOR _J O * WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY 3-2" x 12" GIRDER NOTES.) 0 J .BRIDGING * THIS WINDOW MUST BE TEMPERED SAFETY GLASS RADE SILL SEALER W I. PROVIDE ATLEA5T (1) WINDOW (OR DOOR) IN EACH HABITABLE SPAGE FOR EMERGENCY ORADE SILL SEALER '' TERMITE SHIELD Q � � II R-3o INSULATION 4 ANCHOR BOLTS I/2" DIA x 8" LONG ® 8' oc MAX Z --� - ESCAPE. IN GONFORMANGE WITH N.Y.S. GODE SEG. R510 MIN OPENING OF 5.150. FEET TERMITE SHIELD R 30 INSULATION 4 m Z 0 d ANCHOR BOLTS 1/2 DIA x 8 LONG ® 8 or, MAX 2- 2 x 6 AGO SILL ( 5.0 SO. FEET © GRADE LEVEL WHEN GRADE TO SILL IS LE55 THAN 44" OR LESS) W/ 2"x 6" AGO SILL CELLAR CELLAR p/ O MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED 2" x 4" SILL PLATE 5'-0" GL6. HT. '. DAMP PROOFING 8'-O" GLG.HT. \_3"COL. FILLED SOLID W/ Q 24" x 24" x 12" GONG FTG. 8" GONG FOUNDATION t v Q FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. DAMP PROOFING I6"x 8" CONCRETE FOOTING H (n O W 2. ALL WINDOWS MUST BE ANDERSEN - 400 SERIES 8" GONG FOUNDATION (TYP) Lu ul O I- o W O 3. ALL WINDOWS MUST HAVE A U-VALUE OF .35 OR LESS. I6 x S CONCRETE FOOTING � �tL1 � � � � d I DW6 NO SECTION VIEYSECTION VI Eu � 4 1/411= 11- O'l 1/411= 11- O" ( E6RE55 WELL NOTES: L®® -J01575 RAI " III O THE AREA SHALL BE EXCAVATED DOWN TO TOP OF EXI5TIN6 HOUSE FOOTING. _ THI5 HAS BEEN DE516NED TO DRAIN LEAVE 1/I6" - 3/16" GAP, DIRECTLY INTO A FREE-DRAININ6 ROCK BED. SEE MANUFAGTURER'S E6RE5S NOTES: ALL BACKFILL BENEATH THE WELL SHALL BE OF WOOD I-J?IST NAIL TO RECOMMENDATIONS WINDOWS: FREE DRAININ6 ROCK TO OBTAIN THE MAXIMUM DRAINA6E DOUBLE H ADER I. WINDOW SILL HEIGHT SHALL BE NO 6REA7ER THAT 44". VOLUME FROM WEB BACKER BLOCK FROM EACH 2"t 2. MINIMUM OPENING AREA SHALL BE MIN. 51 S.F. METAL JOIST INSTALLED TIGHT SIDE 5. MIN. OPENING HEIGHT SHALL BE 24" PROVIDE ALL PEA 6RAVEL HANGER TO BOTTOM OF TOP FLANGE EQ• 4. MINIMUM OPENIN6 WIDTH SHALL BE 20" BACKFILL AROUND WELL AND FILLER BLOCK Q• WINDOW WELLS: DRAIN AS PER MANUFACTURER'S WOOD I-JOI5T I. HORIZONTAL DIMENSIONS SHALL BE MIN. 9 5.F. SPECIFICATIONS. e 2"t 2. MIN. HORIZONTAL PROJECTION SHALL BE 36". LADDERS: IGHT FIT • I. PROVIDE A PERMANENTLY ATTACHED LADDER IN WINDOW WELLS DEEPER THAN 44". 2. LADDER MAY ENCROACH MAX. b" INTO WELL. PROVIDE PRE-FAB FIBER6LA55 EGRESS • FILLER PANEL, WEB STIFFENER g m z WELL 3 COVER BY WELLGRAFT. IF NECESSARY 3. DISTANCE BETWEEN RUN65 MAX. IS". r*i WEB STIFFENER�EAGH LEAVE I/I6" - 3/16" GAP, 4. RUN65 SHALL BE MIN. 12" WIDE AND MUST PROJECT MIN. 3",MAX 6" FROM WALL. z m FOLLOW MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION AND DRAINAGE PROCEDURES GRATES: SIDE; MAY BE R QUIRED WOOD I-JOIST SEE MANUFACTURER'S I. ALL 6RATE5 SHALL BE REMOVABLE WITHOUT SPECIAL TOOLS. FOR JOIST STABILITY, HANGER T STABILITY, ILIT , RECOMMENDATIONS CONFORM OR JOIST REACTION BEARING WALL BELOW BEARING WALL ABOVE EQ 3-3 e- OF THE RESIDENTIAL O CODE OF NY STATE,FOR EMER6ENCY PETAL ESCAPE AND RESCUE OPERATIONS. WOOD I-JOIST GONNOGTION N.T.S. ZS6 DETAIL TO WOOD I—JOIST HM DCTAIL MW STI MAILS N.T.S. WOOD I-JOIST I I— 2" X 6" 5QUA5H BLOGKS DOUBLE-HEADER SOLID OOD BLOCK FR WINDOW WELL MIN. HORIZONTAL BACKER BLOCK INSTALLED PROJECTION SHALL BE 36'. TIGHT TO BOTTOM OF HORIZONTAL DIMENSIONS SHALL TOP FLANGE. ALL 6RATE5 SHALL PE REMOVABLE BE MIN. 9 S.F. 0 WITHOUT SPECIAL TOOLS. - - - I �Oz - 0� Imz � EGRESS WINDOW r K 0� cD v WELL 9 S F. MIN. i =� z u, AS PER CODE U J ui (n • 11J I U,= w WOOD STAIR z EGRESS LADDER I w w _ GRADE CARRIAGE O = �w g MIN. OPENING HEIGHT SHALL BE 24". MINIMUM METAL FRAMING ANCHOR L — — I AT EACH SIDE. OPENING AREA SHALL BE MIN. 5.1 S.F. 8" GONG. VyAL.L VJ/8" X Ib" 8" CONC. WALL_ W/8" X 16" I MINIMUM OPENING WIDTH SHALL BE 2 GONG. FOOTING " i� T CONC. FOOTING I 3/4 RIM J015T DRAIN TO DRYWELL I AIL GDX PLYWOOD EXT. GRADE STAR D€:T�41L N.T.S. SEAL LADDERS: INSTALL W/ FAGE GRAIN HORIZONTAL 0 ARC I I 1.PROVIDE A PERMANENTLY TF WINDOW SILL HE16HT SHALL LADDER IN WI DOW WELLS DEEPER THAN 44". \ BE NO 6REATER THAT 44 . 2.LADDER MAY ENCROACH MAX.6" INTO WELL. 9 WINDOW W E L L PLAN 3. DISTANCE BETWEEN RUN65 MAX. IS". 4.RUN65 SHALL BE MIN. 12" WIDE AND MUST WOOD I-JOIST AS RIM y W->>..a PROJECT MIN. 3",MAX 6" FROM WALL. JOIST, NAILED TO TOP PLATE / BELOW W/ 8d NAILS 6" O.G. / 0 9 Oro WEB STIFFENER EACH SIDE IF NECESSARY. I-I/4 TIMBER5TRAND LSL OR TJ-STRAND RIM BOARD WOOD I-JOIST • PETAL L. BEARING WALL BELOW CANT. CMTAIL N.T.S. ZL m PETA I L MM JOIST OffAIL N.T.S. (y PLACE JOISTS TOGETHER -� AND NAIL FROM EACH SIDE m HGP HIP FULL LENGTH OF JOIST �. - OPPOSITE CORNER PLATE FILLER BLOCKING T 2 ROWS OF IOd NAILS ® 12" OG, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HGP HIP '�� CLINCHED WHEN POSSIBLE. — — — — — — CORNER PLATE ' ,\ • SIDES BY 6'OWS FROM I I \ / I DeTA I L r- o 1 \ \ // I DOLOLE JOIST CONSTRUCTION N.T.5. w JU am o m 5" THRU ROOF WATER SUPPLY � DISTRIBUTION NOTE: DRAIN, WA5TE VENT NOTE: 114 ABOVE ROOF 1. 5ERVIGE FOR NEW BATHROOM WILL BE TAKEN MATERIALS FOR DRAIN,WA5TE i VENT SHALL FROM THE EXI5TIN6 WATER 5ERVIGE. COMPLY WITH TABLE P3002.1 DRAIN,WA5TE 4 4" IN2, WATER DISTRIBUTION PIPING a FITTING SHALL TABLE P3111.3 51ZE OF COMBINATION WA5TE 4 EXISTG \� ( VENT PIPE. COMPLY WITH R.G.O.N.Y.5. TABLE P2gO4.5 WATER \\ RIDGE SUPPORT / I STACK D15TRIBUTION,FOR MATERIALS d TABLE P2g04.6 — PIPE FITTINGS,FOR MATERIALS. r r 2" x 8"® 16"O.G. 2- 13/4" X q I/2" LVL RIDGE CONTINUOUS RIDGE VENT\ / " V® 16"O.G. w ( /�� 0--HRG 2x I � —_ ROOF RAFTER5 HRG CONNECTOR- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CONNECTOR ROOF RAFTER5 211 I 211 Q z / �- - - - - - F z �, J w / I 51MP50N L-60 (2) ® EA.51DE I 1 1/4" 1 1/2' 3" 1 1/4" I I I/2"I 3" 1 1/4' I 1/2w O / o I _ _ _ (3) 13/4" x q 1/4" LVL _ _ I \ I FIRST FLOOR al) X 211 211 3112 I 511 2 11 1-1 311 LL 2" z m ����/ I \ �� m \� � I 1 1 1/2" I $ - F - .A.I . L - / 2'x 8"® Ib'O.G. 2"x 8'® lb'OL. \ I \ WASHING C.O. Q F II ROOF RAFTERS ROOF RAFTERS \ I BASEMENT MACHINE I I � z d I I/2" z \ CORNER PLATE - - - - - - - -1 - - - - - - -f — - - -I- - - - - �- - - - - - - - - - - - - -L — - - - - - - - - - - - - - - - - - - - - - _CORNER PLATE HGP HIPG O I J Otu HGP HIP 4" G.I. HOUSE TRAP IN v Q IT w/ STL COVER w O z 1111 ROOF OVER ROOF F OPOSEP ROOF PLAN i I �+(I� 4" G.I. tu z I 2"x 6" RIDGE- CONTINUOUS RIDGE VENT � � � —� � 1IJ 2"x 6" R.R @ 16" O.G. 1/4"= 1'— O" IL O0 � Q ~ 1/2" PLYWOOD SHEATHING #15 FELTRISER ASPHALT 5HIN6LE5 A5 SELECTED BY OWNER O I6p� M PH C-7 NO PROVIDE VENTING IN ROOF OVER ROOF N.T.S Q 8d ® 6" oG toed in L along braced wall- Roof Sheathing Attachment Requirements for Wind Loads - Exposure B TOP PLATE6„ Three second Fret wind 4O loo 110 120 Iso eed(mph) O Sd COMMON NAILS STRUCTURAL SHEATHING ® 6" O.G. ON EDGES X E F E F E F E F E F ONLY �� I RaFter/Truss Spacing Maximum Nall acro for 8d Common Nails I/2" MIN. STRUCTURALF�] TOP PLATE - in Sheathing Location: Spacing WOOD PANEL = 8d COMMON NAILS cv (Inches,o.c2 or IOd Box Halls (Inches,8.c) a 12" O.G. ON 6 12 6 12 6 12 6 12 6 12 6" AT 5TUD TO FLOOR A55EM130'TO SILL PLATE(5)CONNECTION FIELD ONLY o Ib Interior Zone 6 12 6 12 6 12 b 12 6 12 FOR 5TRAP- 3 8 d COMMON NAIL5 @ EA. END�F 5TRAP SOLID BLOCKING BETWE 14.2 FOR Ck OF EA. PLATE TO PLATFORM BELOW- 5IMP50N HDU4-SDS2.5 HOLDDOWN b I2 6 I2 6 12 6 6 b 12 RAFTERS ATTACHED TO TOP 24 6 l2 6 12 6 67r, (-T b 12 I6 d GOi fMON NAILS Ih O.G. W/ '� " DIAM. ATR (ALL THREADED PLATES 8d COMMON ® 6 OG ALONG g SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL PANEL ROD) ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP SILL PLATE ` •A� OF ANCHOR IN CONCRETE Is 10" PLATES 8d COMMON ® 6" OG ALONG 12 6 12 6 12 6 12 b 12' b 12' MIN.. USE SIMPSON SET EPDXY-TIE LENGHT OF BRACED P ANEPerimeter I6 b 12 b 12' b 12' 6 b 6 b ANCHOR BOLTS HIGH STRENGTH EPDXY ADHESIVE Edge Zone • 14.2 6 12' b 12' 6 6 6 6 6° b° t • TO SECURE ANCHOR, DRILLS/4" 3-16d®I6"0 G • DIAM. HOLE FOR EPDXY. FOLLOW - - - - 24 6 12' 6 6 6° 6 6° 6 6' b° along braced wall MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION Gable Endwali Rake or Rake Truss w/Lookout6° b 6° 6 6° 6 4 4 4 4 Block TO PERPENDICULAR RAFTER. able Endwali Rake or Rake Truss w/o Fako overhmg 6 6 6 6 6 6 6 6 b 6 BOARD SHEATHING END S H EA RWA L L SLAB ON GRADE Rft aer/Trves Spacing Minimum Number of 8d Common Nails Sheathing Size (inches,o.c) or IOd Box Nails per Support Ixb or Ix8 Sheathing 12-14.2 2 2 2 2 2 L L IxIO or Larger Sheathing 12-14.2 3 g g g g E - NAIL 5PAGING AT PANEL ED6E5(In) 8>d6" or- toed In F - NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FILED (In.) Z Z � O along braced wall I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET N GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT CLO JTS REOUIREMENT5 SHALL BE USED. ILI 2. TABULATED 12 INCH O,G. NAIL SPAGIN6 ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 AT 5TUD TO FLOOR A55EMBLY TO STUD CONNECTION ® 16"O.G. FRAMING MEMBERS WITH 6 >0.44.FOR FRAMING MEMBERS WITH 0.42 <6 <0.49 THE NAIL TOP PLATE 8d a 6" oG toed In (ONLY APPLICABLE FOR TWO 5TORY GONFI6URATION5): - - 6" along braced wall 5PACIN65 SHALL BE REDUCED TO 6 INCHES O.G. SEAL I/2" MIN. STRUCTURAL GLG JTS FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP 3. TABULATED 6 INCH O.G. NAIL SPAGIN6 ASSUMES 5HEATHIN5 ATTACHED TO RAFTER/TRU55 L FRAMING MEMBERS WITH 6> 0.49 FOR FRAMING MEMBERS WITH 0.42 < 6 < 0.49 THE NAIL �p ARCh, WOOD PANEL 8d COMMON NAILS TOP PLATE L PLATFORM BELOW- 1 16 d COMMON NAIL5® 16"O.G. SPACINGS SHALL BE REDUCED TO 4 INCHES O.G. ® 6 O.G. ON EDGES 6„ 4. TABULATED 4 INCH O.G. NAIL 5PAGING ASSUMES SHEATHING ATTACHED TO RAFTER/TR)55 ONLY FRAMING MEMBERS WITH 6 >0.44 FOR FRAMING MEMBERS WITH 0.42 < 6 < OAGI THE NAIL C? 9O 5PAGIN05 SHALL BE REDUCED TO 3 INCHES O.G. 8d COMMON NAILS 0 5. TABULATED NAIL 5PAGING5 ASSUME A BUILDING LOCATED IN EXPOSURE B. s 3-Ibd�lb"oG a 12" O.G. ON 8d COMMON NAILS <� along braced wall FIELD ONLY a 12" O.G. ON AT 57UD TO FLOOR A55EMBLY TO SILL PLATE(5)GONidEGTION SIMPSON HDU4-5D52.5 HOLDDOWN = FIELD ONLY T F to FOR STRAP - 3 8 d COMMON NAIL5® EA.END OF STRAP W/ 5�8" DIAM. ATR (ALL THREADED Bd COMMON NAILS FOR G OF EA.PLATT TO PLATFORM BELOW - ROD) ANCHOR, EMBEDMENT LENGTH d COMMON NAILS @ 16"O.G. a 6" O.G. ON EDGES OF ANCHOR !N CONCRETE 15 10" 3-I(�d®I6"oG ONLY FLOOR JOIST MIN.. USE SIMPSON SET EPDXY-TIE along raced wall SILL PLATE ; ; HIGH STRENGTH EPDXY ADHESIVE 8d a b" or, toed In AT STUD TO FLOOR A55EMBLY TO STUD CONNECTION ® 16"O.G. TO SECURE ANCHOR, DRIL�/4" along braced wall (ONLY APPLICIA13LE FOR TWO STORY GONFI6)RATION52: ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOW FLOOR J015T FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP MANUFACTURER'S INSTRUCTIONS. L PLATFORM BELOW- I 16 d COMMON NAILS® I6" O.G. POURED CONCRETE/ m MASONRY I FOUNDATION 6 ad COMMON NAILS 0 12" O.G. ON = 1/2" MIN. STRUCTURAL FIELD ONLY _21 END S H EA RWA L L ON FOUNDATION WOOD PANEL 8d COMMON NAILS WALL LONLY b" O.G. ON EDGES 3-I d®I6" c along braced0 wall AT 5TUD TO FLOOR A55EM13LY TO STUD CONNECTION ® 16"O.G. L FLOo JOIST (ONLY APPLIGIABLE FOR Two 5TORY GONFISURATION5): RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B p •• •. •• Dead Load Assumptions: Roof Assembly DL= 10 sf W SILL PLATE i• :J - , ' OR STRAP- 3 8 d COMMON NAIL5® EA.END OF STRAP p y p V r'...•' •• r•....' L PLATFORM BELOW- 1 I6 d COMMON NAIL5® 16" O.G. ad ® 6" OG toed In ANCHOR BOLTS • •` ; y ; '• TMRESPEED SECOND GUST WIND 90 100 110 130 90 100 110 130 along braced wall O W POURED CONCRETE/ CLO JTS MASONRY ROOF PITCH RW SPAIN w in each bend oer of 81 Common 20 gage strap Box Nails Required Capacity of Ridge Connection (plf) 1,2,3,4 m TOP PLATE FOUNDATION 6" UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B 12 1 2 2 3 94 133 176 224 �-- 2 STORY BRACED WALL PANEL (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) 16 2 2 2 4 126 178 235 298 Dead Load Assumptions: Roof/Ceiling Assembly DL= 15 psf 20 2 2 3 4 157 222 294 373 `- 3:12 24 2 3 3 5 189 267 353 447 THREE SECOND GUST WIND 28 2 3 4 6 220 311 412 522 100 110 120 130 32 3 3 4 7 252 356 471 597 SPEED (mph) 36 ' 3 4 5 7 283 400 529 671 12 1 1 2 2 79 111 145 183 `9 FtANING SPACING ROOFSPAN Number of 8d Common Nails or 10d Box Nails 16 1 2 2 3 106 147 193 244 O r (h) (R) in each end of 1-Y" x 20 gage strap 1,2,3,4 20 2 2 W 2 4 132 184 242 305 AT STUD TO FLOOR A55EMBLY TO 51UD CONNECTION @ 16" O.G. Nall Sheathing_ and Cladding_ /attachment Requirements 12 1 2 2 2 4:12 24 2 2 3 4 158 221 290 366 = 28 2 3 3 5 185 258 338 427 1- (ONLY APPLIGIABLE FOR TWO STORY CONFIGURATIONS): for Wind Loads - Exposure B 16 1 2 2 3 32 2 3 4 5 211 295 387 488 W } Z FOR 5TRAP - 3 8 d COMMON NAIL5® EA.END OF STRAP 12 24 2 2 3 3 36 2 3 4 6 238 332 435 549 Z J 8d ® 6" or, toed in FOR CL OF EA. PLATE TO PLATFORM ABOVE b ® CL OF EA. PLATE TO Three second Bust Knd 28 2 2 3 4 12 1 1 1 2 62 1 114 144 W jj Ili " 40 loo 110 12o Is 16 1 1 2 2 83 115 152 192 along braced wall PLATFORM BELOW- I 16 d COMMON NAILS® I6 O.G. eed(mph) 32 2 3 3 4 20 1 2 2 3 103 144 190 239 O Q = c STRUCTURAL SHEATHING 36 2 3 3 4 5:12 24 2 2 2 3 124 173 228 287 v = S W FLOOR J015T SIMP50N HOLDDOWN W/ 5�e, DIAM. 16 2 2 3 ( 3 ) 28 2 2 3 4 144 202 265 335 r < � 32 2 2 3 4 165 231 303 383 O O � � r ' E F E F E F E F E F 20 2 2 3 � � N ATR (ALL THREADED ROD) 36 2 3 3 5 186 260 341 431 - 6„ stud Spacing Maximum Nall Spacing for 8d Common Nails 16 24 2 3 3 4 12 1 1 1 2 57 79 103 130 Sheathing Location . 28 2 3 4 5 16 1 1 2 2 76 106 138 173 O (Inches,o.c.) or IOd Box Halls (Inches,o.c) 32 2 3 4 5 8d COMMON NAILS r 12 6 12 6 l2 6 12 6 12 6 12 36 3 20 1 2 2 3 95 132 172 216 4 4 6 6:12 24 1 2 2 3 115 158 207 260 z0 4 ® 6 O.G. ON EDGES O 12 2 2 3 3 28 2 2 2 4 134 185 241 303 - ONLY Interior Zone lb 6 12 b 12 b 12 b 12 6 12 16 2 2 3 4 � LQ 32 2 2 3 4 153 211 276 346 O I/2" MIN. STRUCTURAL 20 2 3 4 4 36 2 2 3 4 172 237 310 389 WOOD PANEL 8d COMMON NAILS 24 6 12 6 12 b 12 b 6 6 12' 19.2 24 2 3 4 5 12 1 1 1 57 75 97 = a 12" O.G. ON 32 3 4 5 5 16 1 1 2 3 75 100 130 162 Z Q OL FIELD ONLY 12 6 12 6 12 6 12 6 12 6 12 36 3 4 5 7 20 1 2 2 '3' 94 125 162 - - _ 4" EDGE ZONE 7:12-12:12 24 1 2 2 3 113 150 194 243 3-16d©I6 oc a I6 6 12 6 12 6 12 6 12 6 12 16 2 3 4 5 28 2 2 2 3 132 175 227 284 0 SIMPSON HOLDDOWN W��B DIAM. 32 2 2 3 4 151 200 259 324 ,,nn I along braced wall 24 b 12 6 12 b 12 6 l2' 6 12' 20 3 3 4 5 36 2 2 3 4 170 225 292 365 V �I ATR (ALL THREADED ROD) 24 24 3 4 5 6 I. Tabulated connection requirements shall be permitted to be multi lied 0.70 for framing not QLU ANCHOR, EMBEDMENT LENGTH OF 28 3 4 5 7 q p p by 9 Z � _ 32 3 5 6 7 located within 8 feet of building corners. Q ANCHOR IN CONCRETE 15 10" MIN.. 2. Tabulated ride connection loads assume a buldin located In Exposure B. v FLOOR JOIST BOARD SHEATHING or LAP SIDING 36 4 5 6 8 9 9 p O 0 USE SIMPSON SET EPDXY-TIE HIGH 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead (� Rafter/Truss Spacing SILL PLATE STRENGTH EPDXY ADHESIVE TO Sheathing 5lze Minimum Number of 8d Common Nails or IOd load(0.6xlOpsf). O (Inches,o.c) 1. Prescriptive limits are based on assumptions of Table 3.4 v Q ' SECURE ANCHOR, DRILk3l4" DIAM. Box IN per Su ort P P 4. Tabulated connection requirements are based on a 12 ridge strap spacing,for different ridge � � >tS- ••••• 2. Tabulated uplift connection requirements assume a building strap spacings,multiply the tabulated values by the appropriate multiplier below. F- v - Ixb or Ix8 Sheathln 12-24 2 2 2 2 2 (n ANCHOR BOLT5 ` HOLE FOR EPDXY. FOLLOW located in Exposure B. Ridge Connection 5pacing(In.) 12 I6 Iq.2 24 48 v 'On AS REQUIRED MANUFACTURER'S INSTRUCTIONS. Ix10 or Larger 5heathin 12-24 3 3 3 3 3 3. Tabulated uplift connection requirements assume a roof and Multiplier I.00 1.33 I.60 2.00 4.00 J1J l_- 0 � Z ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a 5. When the tabulated number of nails required in each end of the strap Is equal to I and the framing O Z W - v POURED CONCRETE/ E - Nall spacing at panel edges (In) ceilingassembly Is not resent or if the ceiling assembly is not !Y -� 0X tu < Y � P 9 Y Is attached in accordance with Table 3.1,the ridge strap and additional Watling Is not required. � MASONRY F - Nall spacing at intermediate supports in the panel field (in.) connected to the roof assembly, the tabulated number of nails v Q I. For wall sheathing within 4 ft.of the corners,the 4 ft. ermeter edge zone attachment b. Wien a collar tie Is used In lieu of a ridge strap,the number of IOd Halls required In each end of FOUNDATION g P 9 shall be increased by 1 nqil at each end of the strap. the collar tie need not exceed the tabulated number of Sd nails In a steel strap,or the number requirements shall be used. 4. Minimum ASTM A653 Grade 33 steel strap. of 12d box nails in each end of the collar tie need not exceed the taulated number of IOd box PHO NO 2. Tabulated 12 Inch. o.c.nall spacing assumes sheathing attached to stud framing members nails In a steel strap. with G> 0.4q. For framing members with 0.42< 6<0.4q,the nail spacings shall be reduced 7. I�" 20 gage ridge stra shall be of ASTM A653 rade 33 steel orequivalent. 2 STORY END WALL SH EARWALL to 6 Inches o.c. 4 9 9 9 p 9 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common Halls. Q 4. Tabulated nail spacing assumes a building located In Exposure B. 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(I) TABLE R602.3(I) - continued FASTENIN6 50HEDULE FA5TENIN6 50HEDULE NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND 2015 IRC ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER ab,c 5PAGIN6 AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,a LOCATION INTERNATIONAL RESIDENTIAL CODE ROOF TABLE R602.10.31 14 Blocking between telling Joists or rafters Ibd common (3 I/2"x 0.162") I6" o.c. face Hall � ) to top plate Ibd box(3 I/2"x 0.135") ;or 12" o.c. face Hall BRACING REQUIREMENTS BASED ON WIND SPEED 4-8d box (2 1/2" x 0.113'7 or Toe nail EXP05URE GATE67OR( B Plate I Blocking between ceiling Joists or rafters to top 3-8d common (2 1/2" x 0.131") or 3-Ibd box(3 1/2"x 0.135'7 ;or 3 each 16" o.c. face nail MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS 15 Bottom plate to Joist,rim Joist,band Joist or 30- FOOT MEAN ROOF HIE6HT 3-IOd box (3" x 0.128'7: or 2-I6d common(3 1/2" x 0.162") ;or 2 each 16" o.c. face nail blocking (at brace wall panel) 5-5"x 0.131 Halls 4-3"x 0.131"Halls 4 each 16" o.c. face Hall 10- FOOT WALL HIE6HT REQUIRED ALONG EACH BRACED WALL LINE 4-8d box (2 1/2" x 0.113') or Per Jol5t,Toe nail 2 BRACED HALL LINES 2 Gelling Joists to top plate 3-8d common (2 1/2" x 0.131") or 4-8d box(2 1/2 " x 0.113'7 ;or ULTIMATE DE516N BRACED WALL LINE METHODS 3-I0d box (3" x 0.128'): or 3-I6d box(31/2 " x 0.135") ;or Toe nall WIND 5PEED 5PAGIN6 b DWB,WSP ,5FB, METHODS 5-3"x 0,151" nails 4-8d common (2 1/2 x 0.1319 ;or STORY LOCATION METHOD LIB METHOD CB GS-WSP,CS-C, Cellin Joist not attached to parallel rafter, las 4-I0d box(3"x 0.128') ;or (MPH) (FEET) PB5,PGP,HPS, 3 g J p p 4-IOd box (3 x 0.128),or Face Hall Ib Top or bottom plate to stud BV-WSP,ABW,PFH, GS-PF over partitions [see Sections 8802.3.1,8802.3.2 3-I6d common (3 1/2" x 0.162"0;or 4-3" x 0.131"nails PF6G5-5FBc and Table R802.5.1(q)] 4-3" x 0.131" Halls 2-I6d comm n(31/2 x 0 .162")r;or End nail 10 4.0 4.0 2.5 2.0 Gelling Joist not attached to parallel rafter 3-10d box(3" x 0.1289 ;or 4 Table 8802.5.1 (q) Face nail 3-3" x 0.131" Halls 20 7.O 7.0 4.0 3.5 (heel Joint) [see Sections R802.3.1 and R802.3.2 3-IOd box(3"x 0.128");or 30 10.5 10.5 6.0 5.0 and Table R802.5.1(,q), 11 Top plates, laps at corner 5 and 2-1 d common(3 1/2" x 0.162") ;or Face nall � 40 13.5 13.5 8.0 6.5 Dollar He to rafter, fa:,e nail or 1 1/4" x 20 o. 4-I0d box(311 x 0.12817;or Intersections 3-3" x 0.131"naps 5 9 Face Hall each rafter 50 16.5 16.5 9.5 8.0 ridge strap to rafter 3-I0d common (3" x 0.148') ;or 60 19.5 19.5 11.5 9.5 4-3"x 0.131" napsIS I brace to each stud and plate 3-8d box (2 1/2 x 0.115'9;or Face Hall 2-8d common (21/2" x 0.131") ; or 3-I6d box na115 (31/2" x 0.1135") ;or 2-10d box (3" x 0.128") ;or � 120 10 7.53.5 6 Rafter or roof truss to plate 4.5 4.5 7.0 3-10d common nails (3" x 0.148') ;or 2 toe Halls sone side and I toe r 2 staples1 3/4" 20 14.0 14.0 8.0 7,0 4-I0d box(3 x 0.125"); or on opposite side of each rafter or 30 20.0 20.0 11.5 9.5 4-3"x 0.131" na115 truss Iq I" x 6" sheathingto each bearing 3-8d box(2 1/2" x 0113'7;or 9 . 40 25.5 25.5 15.0 12.5 4-16d (3 1/2" x 0.135') ;or 2-8d common(21/2"x 0.151") ; or Face nall 3-I0d common(3 1/2" x 0.1148') ; or Toe Hall 2-10d box(3"x 0.128') ;or 50 31.5 31.5 18.0 15.5 4-10d box (311 x 0.128") ; or 2 5ta les, 1" crown, 16 a., 1 3/4" Ion 60 37.5 37.5 21.5 18.5 Roof rafters to ridge,valley or hip rafters or 4-311x .131"nails 3-8d box(2 1/2" x 0.113'7;or roof rafter to minimum 2" ridge beam 3-I6d box(3 1/2" x 0.135') ;or End null 3-8d common(2 1/2" x 0.131'7 ; or - - 10 NP - 11.0 6.5 5.5 2-I6d common (3 1/2" x 0.162") ;or 3-I0d box(3"x 0.128") ;or 20 NP 20.5 11.5 10.0 3-10d box(3" x 0.128'7 ; or 20 1' x 8'and wider sheathing to each bearing 3 staples,I" crown, 16 ga., 1 3/4" long Face nall 3-3"x 0.131"nails 30 NP 29.0 17.0 14.5 Wider than I" x 8" WALL 4-8d box(2 I/2" x 0.113); or 40 NP 55.0 22.0 18.550 NP 47.0 27.0 23.0 z 3-5d common(21/2" x ) ;or 8 Stud to stud (not at braced wall panels) Ibd common (31/2" x 0.162") 24" o.c. face Hall 3-I0d box(3" x 0.128")) ;oror 60 NP 55.5 32.0 27.0 10d box x 0. ;or 16" o.c. face nail 4 staples, I"crown, Ib a.,13/4 " Ion 3" x 0,131" nails LU q Stud to stud and abutting stud at Intersecting I6d box 1" 1/2" x 0.135") ;or 12" o.c. face nail FLOOR wall corners (at braced wall anels) 3 x 0.131" Halls 10 4.5 4.5 2.5 2:5 p/ p 16" o.c. face Hall 4-8d box (2 I/2" x 0.113); or 8.5 8.5 5.0 16d common (3 1/2 x 0.162) 30 12.0 12.0 7.0 6.0 5EAL 3-Sd common (2 I/2" x 0.131") ;or 15.5 15.5 9.0 21 Joist to sill,top plate or girder Toe Hall Q ��O ARC I6d common (3 I/2" x 0.162") 16" o.c. each edge face Hall 3-I0d box(3" x 0.128") ;or 10 Built-up header (2" to 2" header with I/2" spacer) 3-3" x 0.131" Halls 50 19.5 19.5 II.O 9.5 Ibd box (3 I/2" x 0.135") 12 o.c. each edge face nail 60 23.0 23.0 13.0 I I.O � .K. 5-8d box (2 I/2" x 0.113") ;or Sd box (2 1/2" x 0.113") 4"o.c. toe nail II Continuous header I stud toe nail o 4-8d common (2 1/2" x 0.131') ; or 22 Rim Joist ,band Joist or blocking to 5111 or Sd common (2 1/2" x 0.131') ;or 10 8.5 8.5 5.0 4.5 4-I0d box (3" x 0.12817 top plate (roof applications also) IOd box (3" x 0.128') ;or b" o.c.toe nail 130 20 16.0 16.0 9.5 8.0 I6d common (3 1/2" " "x 0.162) I6o.c. face nail 3" x DHalls 12 Top plate to top plate 3-5d box (2 I/2" x 0.11311) ;or � 30 23.0 23.0 13.5 11.5 a" IOd box (3" x 0.128'7 ;or 12" o.c. face nail 23 1" x 6" subfloor or less to each ol5t face nail 40 30.0 30.0 17.5 15.0 029 �� ' nails J 2-Sd common (2 I/2 x 0.131 ) ;or STg1E0- Double Ep Double to late splice for SDGs A-D2 with 8-I6d common (3 I/2" x 0.162") ;or 3-IOd box(3" x 0.128") ;or 50 37.0 37.0 21.5 18.0 p p p 2 staples, I crown, 16 ga., 13/4" long 60 44.0 44.0 25.0 21.5 seismic braced wall line spacing <25' 12-I6d box (3 I/2" x 0.135') ;or face nail on each side of end Joint 13 12-I0d box (3" x 0.128") ;or (minimum 24" lap splice length each 24 2" subfloor to Joist or girder 3-I6d box (3 1/2" x 0.135") ;or Blind and face nail 12-3"x 0.131" Halls side of end joint) 2-I6d common (3 I/2" x 0.162") 10 NP 13.0 7.5 6.5 Double top plate splice ocin5DGD0, ' or D2; 12-I6d (3/12 x 0135'7 20 NP 24.0 13.5 11.5 and braced- wall line, spacing > 25' 25 2" planks (plank d beam - floor d roof) 3-16d box (3 1/2" x 0.1359 ;or At each bearing,face nall 30 NP 34.5 19.5 17.0 2-Ibd common (3 1/2" x 0.162") 40 NP 44.5 25.5 22.0 50 NP 55.0 31.5 26.5 3-I6d common (3 1/2" x 0.162') 60 NP 65.0 37.5 31.5 26 Band or rim Jol5t to Joist 4-10d box (3" x 0.128') ;or End nail (� 4-3" x 0.131"nails;or m 4-3" x 14 ga.staples,1/16"crown Nall each layer as follows: 32 o.c. 20d common (4" x O.Ig2") ;or at to P and bottom and 5tacIpered. IOd box (3 " x 0.128') ;or 24" o.c. face nail at top and bottom (y 21 Built-up girders and beams,2 inch lumber 3 " x 0.131" nails staggered on oppo5ite sides avers And: --� 2-20d common K' x 0.lg2') ;or Face nail at ends and at each ((� 3-10d box 0" x 0.128'7 ;or splice 3-3" x 0.131" Halls 4-I6d box (3 1/2" x 0.135') ;or 28 Ledger strip supporting Jolsts or rafters 3-16d common (3 1/2" x 0.16211) ;or At each Joist or rafter,face nail 4-10d box (3" x 0.128") ;or 4-3" x 0.131" nails 2015 IRC 2g Bridging to Joist 2-10d (3" x 0.128') Each end,toe nail INTERNATIONAL RESIDENTIAL CODE dJ TABLE R602.3(3) m p r ,U I REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 0 ~ MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN CS, STRUCTURAL MAXIMUM WALL NOMINAL PANEL NAIL 5PAGINC WIND SPEED V ult -� PANEL (mph SIZE PENETRATION PANEL SPAN THICKNE55 STUD 5PAGINC EDCE5 FIELD wino expo ure) Go egory (� (INCHES) RATING (INCHES) (INCHES) (INGHES O.G.) (INCHES O.G.) B G D �O bd COMMON 1.5 24/0 1/2" I6 6 12 140 115 110 (2.0" x 0.113") rJPL I Ci I N6 OF TOP PLATE 12 1 6 70 140 135 TOP PLATE SPLICE LEN6TH� 8d COMMON T (2.5" x 0.131") 1.75 24/16 7/16" ___j 16224 6 12 140 115 110 OP PLATE SPLICE TOP PLATE SPLICE REQUIREMENTS REQUIREMENT5 FOR HIND - EXP05URE5 B46 FOR WIND - EXP05URE5 BdG ONE STORY 5LA13 ON 6RADE ALL OTHER GASES FOR 51: 1 INCH = 25.4 mm, I mile per hour = 0.447 m/5. A. Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with } BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE panel strength axis perpendicular to supports. } z DIMENSION (ft) LENGTH (ft) DIMEN51ON(fta LENGTH 0t B. Table Is based on wind pressure acting toward and away from building surfaces In accordance with Section 8301.2.Lateral bracing requirements Shall be In Z accordance with 5ection R602.10. I J W ' " " 11 n G. Wood Structural panels with span rating of Wall-I6 or Wall-24 shall be permitted as an alternate to panels with a 24/0 s on rating. Plywood sldln rated I6 o.c. 11-W o -1 V 12-0 3-O 12-O 2-O p p g p P P 9 y 9 or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wall-I6 and Plywood siding I6 o.c.shall be used with studs spaced not 0 _ I6i-0n i-On i-O" 3i 4 I6 -0" more than I6 Inches on center. 20'-0" 5'-0" 20'-0" 4'-0" Ca civ 24'-0" b'-0" 24'-0" 4'-0" 2015 1 RG - - INTERNATIONAL RE51 DENTI AL CODE o >t- 28-0 7-O 26-011 5_011 TABLE R602.10.4 z 32'-0" 8'-0" 32'-O" (9'-O" BRACING METHODS p TABULATED SPLICE LENGTHS A55UME TOP PLATE-TO-TOP PLATE11-O 36-011 -0Continuous Sheathing Method Z z -A GONNEGTION5 USING 2-I6d NAILS PER FOOT, FOR SHORTER SPLIGE 36-OCONNECTION CRITERIA CJ UL LENGTHS, THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO 40'-O" II'-0" 40'-0" 8'-O" METHOD, MATERIAL MINIMUM THICKNESS FIGURE � ::)l - O PROVIDE AN EQUIVALENT NUMBER OF NAILS 50'-0" 13'-O" 50'-0" 10'-0" Fasteners Spacing til k -i 60'-0" 16'-0" 60-0I111 12'-0" Exterior sheathing per b" edges 12" field (] V � I I 2 TABULATED SPLIGE LEN6TH5 ASSUME A BUILDING LOGATED IN CS-WSP Table 8602.3(3) Z < EXPOSURE B AND G 10'-0" l a'-O" �O'-0" 14'-O" " Gontinuoue ly Sheathed 1/2 z0 80'-O" 22'-O" &0'-O" I6'-0" wood structural onel �' ' Interior sheathing per Varies by fastener O 3 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL p ''' * Table R602.30U or R602.3(2) v Q Lu z DWG NO CLIMATIC, AND GEOGRAPHIC DE51GN CRITERIA PLOGKINO 0 !NPW► iLL. [REFER TO TABLE 8301.20)OF THE RESIDENTIAL CODE OF NEW YORK STATE WINDDE516N 5EI5MIG SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD AIR MEAN C7ENERAL: GROUND DESIGN WINTER ANNUAL GENERAL FASTENING 5GHEDULE RIDGE-PLATFORM FRAMING ONLY SNOW LOAD 5PEEE# T�pO6 BORNE-BORNE CATEGORY FR05T LINE DESIGN UNDERLAYMENT HAZARD FREEZING TEMP I. NO WORK IS TO START UNTIL A' PERMIT IS OBTAINED FROM THE BUILDING RAPHIC DEBRIS `WEATHERING TERMITE TEMP REQUIRED INDEX MPH EFFEGTS DEPTH RE51DENTIAL CODE OF NEW YORK STATE USE A MINIMUM 15 DEPARTMENT. I MILE TWO Sd NAILS THIS 20 P5F 130vuit NO FR01�1 THE B SERE 3 FEET MODERATE 15� YES CONTACT 54q 510 83012.1.1 DE56N CRITERIA. CONSTRUCTION IN RE61ON5 WHERE THE BA51C 51DE OF TRU55. 2. ALL WORK SHALL GONFORM WITH N.Y.S. UNIFORM FIRE PREVENTION AND BUILDING COAST BOF To HEAVY BLDG DEPT TOTAL 4 -Sd NAILS ' ; 0 ' CODE, 2015 IRG, 2016 UNIFORM GODE SUPPLEMENT AS WELL AS ALL OTHER GODE5 WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR INTO TRUSS. REFERENCED THEREIN, AND LOCAL BUILDING CODES. (177.1 km/h)SHALL BE DE516NED IN ACCORDANCE WITH ONE OF THE FOLLOWING. / 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR GONDITION5 WHIGH SHALL ARISE I.PLANS HAVE BEEN DE516NED IN ACCORDANCE WITH AMERICAN FORREST ATTIC I/ DURING THE COURSE OF GON5TRUGTION THAT DISAGREES WITH THAT INDICATED AND FAPER A550CIATION(AF-IPA) -WOOD FRAME CONSTRUCTION ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY TABLE 8301.7 MANUpL FOR ONE AND TWO FAMILY DWELLINGS(WFGM); h THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS BLOCKING 2 BAYS CONTINUE TO WORK HE WILL THEN A55UME ALL RESPONSIBILITY AND LIABILITY STRUCTURAL MEMBER ALLOWABLE BACK® 4'-0"O.G. ARISING THEREFROM. [REFER TO TABLE 8301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATEI DEFLECTION 2 - &d NAILS 4. NO DEVIATIONS OR GHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS USE LIVE LOAD DEAD LOAD RAFTERS HAVING 5LOPE5 GREATER THAN UIBo INTO PLATE5 FIRST APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. WITH No FINISHED CEILING ATTACHED TO 8 - Sd NAILS 5. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. EXTERIOR BALCONIES 60 psf to psf RAFTERS INTO STUD Simpson Strong-Tie DECKS 40 psf 10 psf INTERIOR WALLS AND PARITION5 WOO SECOND FLOOR LU HT Z - 6. ALL DIMEN51ON5 HEREIN ARE APPROXIMATE. NOT TO BE 5GALED AND ARE SUBJECT PA55EN6ER VEHICLE GARA&E5 50 psf AS PER PLAN FLOORS AND PLASTERED CEILINGS L/360 TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BY THE ARGHITEGT OR ENGINEER. ATTIG5 WITHOUT STORAGE(ROOF BELOW 3 PITCH) IoBLOCKING 2 BAYS p 10p5f Io sf ALL OTHER STRUCTURAL MEMBERS L/240 1� Trf� T i� TA � 7. OWNER/ CONTRACTOR ARE RESPONSIBLE TO OBTAIN IN5PEGTIONS, APPROVALS, ATTIG5 WITH STORAGE (ROOF BELOW 3 PITCH) 20 psf 10 psf EXTERIOR WALLS WITH PLASTER OR H/360 � BACK® 4' O" O.G. \CERTIFICATES, GERTIFIGATE OF OCCUPANCY/COMPLETION AND U.L. APPROVAL. ROOMS OTHER THAN SLEEPING STUGGO FINISH sh'M� M stro g mo "I Z NTS.RooMS 4o psf to psf EXTERIOR WALL5--WIND LOADS a WITH 5. THI5 SET OF PLANS 15 THE PROPERTY OF TEHN DE516N GROUP LLG. AND 15 SLEEPING ROOM5 30 psf 10 psf BRITTLE FINISHES V240 El INTERIOR ZONE FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THI5 PROJEGT 15 NOT STAIRS 40 psf 10 psf EXTERIOR WALL5--WIND LOADS a HITH UI20 GONSTRUGTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY GUARDRAILS AND HANDRAILS 200 psf 10 psf FLEXIBLE FINISHES ®PERIMETER ZONE FIRST FLOOR WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLG. ROOF LOADING(LIVE = GROUND SNOW LOAD IT-psT70-7- NOTE: L = SPAN LENGTH,H = SPAN HEIGHT. NOTE: ATTIC - GABLE WALL q. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ADJUSTMENTS AS PER TABLE R301.5 OF THE 45p5f 15 psf FOR I.FOR GABLE ROOFS 10" TO 45" PITCHES (EDGE ZONE) BLOCKING 2 BAYS 15 RESPONSIBLE FOR DESIGN INTENT ONLY. RESIDENTIAL CODE OF NEW YORK STATE) I CATH a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 0.7 BACK® 4'-0" O.G. TIMES THE COMPONENT AND GLADDIN6 LOAD5 FOR THE PURPOSE 2.SEE FASTENING 56HEDULE A FOR NAILING 10. ANY MATERIALS OR WORKMANSHIP FOUND A- ANY TO BE DEFECTIVE SHALL BE OF THE DETERMINING DEFLECTION LIMITS HEREIN. IN EA.ZONE BE REMEDIED AT ONCE REGARDLESS OF AM' PREVIOUS INSPEGTION5. 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENT5 OF ALL STANDARD AND SPEGIALTY SY5TEM5 / MATERIALS USED WITHIN THI5 THI5 PROJEGT WITH THE M05T STRINGENT RECOMMENDATIONS /REQUIREMENTS 12. ITOISBE FOLLONED.TH INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NAILING AND STRAPPING ALL 5TRAPPING TO BE 114 x 16 GAUGE 5TL CONSTRUCTION. HOWEVER FIELD GONDITION5 MAY ARISE DURING GON5TRUGTION SIMP50N EQUIVALENT - G516Z (COILED STRAP) L z THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 12" MIN. BEARING L/3 � -L/3 13. ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 14. WALL AND GEILIN6 FIN15HE5 SHALL BE IN AGCORDANGE WITH SEGT10N 8701 AND INSULATION W SHALL BE IN AGGGORDANGE WITH SECTION 8316. AT RAFTER TO RIDGE CONNECTION ® EACH IY 15. INTERIOR WALL COVERING SHALL BE IN AGGORDANGE WITH SECTION 8702 AND I NO NOTCHES - p EXTERIOR WALL COVERING SHALL BE IN AGGORDANGE WITH 5EGTION R103 FOR STRAP- 3 ed COMMON NAILS® EA.END OF STRAP D/6 MAX. PERMITTED FOR NOTED C.OLLAR/GLG TIE- 3 IOd COMMON NAILS® EA. SEAL 16. THIS PROJECT GOMPLIE5 W/ THE 2015 INTERNATIONAL RESIDENTIAL CODE AND I D/6 MAX. 73C MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, 12 ELEGTRIGAL SYSTEM GOI,IPLIE5 CHAPTER 33 THROUGH CHAPTER 42 TF'yiy�G'A GARPENTRY: ALTERNATE 51MPSON STRON6TIE „ FLOOR JOIST-CENTER GUT H1Z AT RAFTER TO TOP PLATE TO STUD CONNECTION. ® I b O.G. D/4 MAX. COLLAR TIE _ I. ALL LUMBER SHALL BE D.F. #2 OR BETTER UNLE55 OTHERWISE NOTED (U.O.N.) FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP FOR TOENAILIN6- 3 d COMMON NAILS 2. ALL LUMBER TO BE A MINIMUM OF 8" ABOVE FINISHED GRADE. (U.O.N.) FOR G.J.TO R.R.- II Ib d COMMON NAILS(FOR 5 PITCH) j D S 2 9 pro 3. SILLS TO BE FLASHED (TERMITE SHIELD) W/ 51LL SEAL. SILL TO BE A.G.Q. WOOD !ALTaEIR�NAZTE FOR OF EA. PLATE TOPLATFORM N NAILS(FOR 16 PITCH) J� �qr of N CL L ABOVE I Ib d COMMON NAILS @ 1611 O.G. 2- 2" x 6" U.O.N. 0/3 MAX. 4. ALL JOISTS HAN6ER5 TO BE "TECO" OR EQUAL, FULL SIZE. 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) AT 5TUD TO FLOOR ASSEMBLY TO STUD CONNECTION ® 1611 O.G. 6. DOUBLE J015T5 UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. (U.O.N.) (ONL( APPLIGIABLE FOR TWO STORY CONFIGURATIONS): 7. ALL BEAMS, GIRDERS, HEADERS, ETC. TO HAVE A MINIMUM OF 4" BEARING. FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP MAX.D FROM SUPPORT FLOOR JOIST-END GUTS 5. ALL WINDOWS TO BE IN CONFORMANCE W/ ATTACHED ENERGY STATEMENT W/ FOR CL OF EA. PLATE To PLATFORM ABOVE 4 ® CL OF EA. PLATE TO MODELS NUMBERS ON PLANS. ALTERNATE PLATFORM BELOW- L Ib d COMMON NAILS® 16" O.G. q. PROVIDE ATLEA5T (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY GONFI6URATION E5GAPE. IN CONFORMANCE WITH 2015 I.R.G CODE SEG. R510 MIN OPENING OF 5.150. FEET p m (5.0 50. FEET @ GRADE LEVEL WHEN GRADE TO SILL 15 LE55 THAN 44" OR LESS) W/ MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED AT 5TUO TO FLOOR ASSEMBLY TO SILL PLATE(5)CONNECTION ® 16"O.G. 0/3 MAX. FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP N 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R60q. FOF C OF EA.PLATE TO PLATFORM BELOW- ALL GLAZING SHALL COMPLY WITH SECTION R30b. I Ib d COMMON NAILS® 161, o.C. 11. STAIRWAYS SHALL BE DESIGNED IN AGGORDANGE WITH SEGTION5 R311.5 TO 8311.5.7 a 4 RAFTER CEILING JOISTS m 12. MOISTURE VAPOR BARRIER 15 TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE ° "SIMPSON'LTP4 �. INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND GEILIN65 COMPRISING ELEMENTS OF THE BUILDI1,15 THERMAL ENVELOPE IN AGGORDANGE WITH SECTION N1102. a (OR EQUAL) 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION 8405.2. e ° D/3 MAX. ELEGTRIGAL: I. ALL NEWLY INSTALLED ELEGTRIGAL WORK OR APPLIANCES SHALL CONFORM TO THE 2015 AT 5TUD TO FLOOR A55EMBLY To SILL PLATE(5)CONNECTION SLAB ON GRADE APPLICATION: ® 32"O.G. INTERNATIONAL RESIDENTIAL CODE SECTIONS FOR ELEGTRIGAL CODE OF NEW YORK STATE. 2 IN.MIN.FROM TOP (� a a AND BOTTOM OF J015T r D 2. GONTRAGTOR WILL FURNISH A FIRE UNDERWRITER5 GERTIFIGATE UPON COMPLETION ° FOR 5TRAP- 3 8 d COMMON NAILS® EA.END OF STRAP i w PIPE OR CONDUIT OF WORK. ° FOR CL OF EA.PLATE TO PLATFORM BELOW- I Ib d COMMON NAILS � VQ- t--- 3. ELEGTRIGAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 ® 32" 0•C,• D(ACTUAL DEPTH) W 11.1 AND LOCAL BUILDING DEPARTMENT. � v 4. SMOKE DETECTION AS PER N.Y.S. CODE SECTION R314. ((��(. S�GTIONS GUTTING DRILLING AND NOTCHING DETAIL ALL 5MOKE DETECTORS SHALL BE INTERGONNEGTED AND HARD WIRED. OF JOISTS 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN AGGORDANGE WITH SECTION M1502. 6. THE EXISTING ELEGTRIGAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMP05ED LOAD5 OF - PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE GOMPLIANGE. FOUNDATIONS, GONGRETE AND MA50NARY: NAILING STRAPPING @ EXTERIOR WINDOW/DOOR HEADER I. ALL FOOTINGS TO BEARUPON FIRM, VIRGIN,UNDISTURBED SOIL. TABLE 8301.2.1.2WIND-BORNE DEBRIS PROTECTION FASTENING 5GHEDULE o 2. SOIL ASSUMED TO HAVE: A MINIMUM BEARING GAPAGITY OF (I)TON / 50. FOOT. ' NOTE FOR WOOD 5TRUGTURAL PANELSabtid ALL STAIRS, HANDRAILS & r 0 3. FOOTINGS TO REST A MIN 3-0BELOW GRADE. U.O.N. STEP FOOTINC75 @ 1:2 RATIO RAILINGS SHALL COMPLY (I' 815E MAX) W/ RGNY5 SEG. R-311 H [j } 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORGEMENT 5HOWN ON FASTENING 5GHEDULE B N } �/ z PLANS. (U.O.N.) FASTENER SPAGINO (INGHE49 Qj 5. NO BACK FILL SHALL BE- PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF FA5TENER ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS TOP PLATES 4 FEET< 6 FEET< J < O FRAMING OR PROPER BRACING 15 IN PLACE, TYPE PANEL SPAN PANEL SPAN PANEL SPAN A [IN ACCORDANCE WITH WOOD FRAME < 4 FEET < 6 FEET < 8 FEET fCANSTRUGTION MANUAL 2001 EDITIONI v JC (Il 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. 7. ALL OPENIN65 FOR 65 FLUES, UTILITIES, ETC TO BE FILLED SOLID WITH GONGRETE. No. 8 WOOD 5GREW BASED D Rou5H NOTATION A B G D E F DIRE 40 PERCENT O ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/ 1/2" 5PAGE © ANCHOR WITH 2-INCH I6 IO F3 0 SIDES AND ENDS. U.O.N. EMBEDMENT LENGTH E OPNS Z OF 5TUO DEPTH -elf 5. ALL GONGRETE TO HAVE AN ULTIMATE GOMPRES51VE STRENGTH 28 DAYS OF B 21-01" 2 1-2'x 4" 1 1 1 f No. 10 WOOD 5GREW BASE G d 1' 3,000 P.5.1. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. ANCHOR WITH 2-INCH 16 I2 q 4'-0"' 4 1-2'x 4' 2 2 2 2 � Z 3,500 P.5.1. GARAGE SLAB / EXPOSED SLAB ON GRADE / POURED STEPS. a�z v //EOR STEEL HANDRAIL - EMBEDMENT LENGTH 2-2"x 4" - 5/8" MIN.TO EDGE q. GONGRETE SLABS TO REST UPON MINIMUM 6" OF FINE GRAVEL OR SAND WITH -oR- 3 3 3 3 �� . FINGER GLR. AND NOT F - ' O TO PROJEGT MORE THAN 4.5" O MINI;IUM EMIL, POLY. V.B. (@ OCCUPIED SPACE) AND WITH REQUIRED INSULATION. Y4 -INCH LAO SGEW BASED 2-2"x 4" ° 5/8" MIN. TO EDGE ,,nn -� ANCHOR WITH 2-INCH I6 16 16 8'o" 8 --Oa- 3 3 3 3 FROM THE WALL. V Z 10. ALL 5LAB5 ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. I-2"x 6" D IY Z EMBEDMENT LENGTH < w NOTCH MUST NOT _ o IL II. BRICK VENEER TO BE ANCHORED H/ (1) WALL TIE EVERY 32" O.G. VERTICALLY AND 10'-O"' 10 2-2'X b" 4 4 4 4 W 0EXCEPOF EVERY 18" O.G. HORIZONTALLY W/ FLASHED JOINT @ BRIGK LEDGE OR RELIEVING ANGLE STUD O W/ WEEP HOLES @ 4'-0" O.G. MAX TO DIRECT ANY GONDEN5ATION TO THE EXTERIOR. 12'-011' 12 2-2'x 6" 5 4 5 4 _ tu -'o- BORED HOLES SHALL NOT BE IF HOLE 15 BETWEEN 40% AND 60% - 12. APPLY (1) GOAT OF ASPHALTIC BASED DAMPROOFIN6 TO EXTERIOR OF FOUNDATION a.This table Is based on 180 mph wind speeds and a 33 foot mean roof height. ° LOCATED IN THE SAME CRO55 OF 5TUD DEPTH,THEN STUD MUST BE �I FROM FOOTING TO 2" ABOVE FINISHED GRADE, UNLE55 WET 51TE GONDITION5 EXCEED b. Fasteners shall be Installed at opposite ends of the wood structural panel. q" SECTION OF GUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO Q �- PP p WOOD 5TRINOER, SECGE551VE 5TUD5 ARE DOUBLED Z w - CODE LIMITS. c.Nails shall be IOd common or 12d box nails. ° a JACKS 4 KIN65 M TREADS, $ RISERS STUD ANO 50 13O�p Q d.Where screws are attached to masonry or masony y/stucco,the shall be WRAPPED UNDER } Z 0 v attached utilizing vibration-resistant anchors having a minimum ultimate \ 13. THE MA50NARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION RI001, SILL PLATE o - k a PLUMBING, MEGHA1�lIGAL, FUEL GAS, AIG: withdrawal capacity of 4q0 pounds. ko I. PLUMBING TO COMPLY WITH 2015 I.P.G, 2015 I.M.G AND 2015 I.F.6.G. AND THE BUILDING DEPARTMENT. NOTATION: 1 1/4" NOSING NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. v Q W CHAPTER 3 BUILDING PLANNING Q w 2. 51TE SANITARY 5Y5TEM5 ARE TO COMPLY WITH 5.G.D.H.5. REQUIREMENT5. SECTION R301 DE5I6N CRITERIA A-NUMBER OF 8d NAIL5®EA.END OF 5TRAPPINGS(TABLE 3.1,P. 151) 4 (TABLE bA PAGE 316) DRILLING AND NOTCHING DETAIL w i__ ~ Z 1() MINIMUM WIDTH OF STAIRS TO BE 3-O 3. PLUMBING, MEGHANIGAL, FUEL GAS SYSTEMS SHALL COMPLY WITH THE RE51DENTIAL WOOD 5TRUGTURAL PANELS WITH A MINIMUM THICKNE55 OF Nb"AND A MAXIMUM SPAN B-NUMBER OF SILL STUDS-0N FLAT(DOES NOT APPLY TO DOORS)I(TABLES 3.238,P. Iq3) Q Z UJ - v o SEGTION5 FOR PLUMBING CODE (CHAPTER 25-32), MEGHANIGAL CODE (CHAPTER 12-23), OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. G-NUMBER OF FULL HEIGHT KING 5TUO5 0 EA.51DE OF HEADER(TABLES 3.236,P. Iq3) OF STUDS W -� C/_ to Q 5TH I DETAIL ° �' AND FUEL GAS CODE (CHAPTER 24) OF 2015 I.R.G PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINC75 WITH ATTACHMENT HARDWARE D-NUMBER OF ibd NAIL5.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER < (S, 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 TH16KNE55 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR 5HALL ® EA.SIDE(TABLE 33,P.15l) 4 (TABLE 6A PAGE 316) DWG NO BE DE5I611ED TO RE515T THE GOMPONENT5 AND CLADDING LOADS DETERMINED IN ACCORDANCE E-NUMBER OF JACK STUDS® EA.END OF HEADER5(TABLES 322F,P. Iql)A55UME DBL.HDR. 5V CAST IRON BELL (HUB) AND SPIGOT BELOW AND THROUGH CONCRETE. WITH THE PROVI5ION5 OF THE 2015 I.R.G. F-NUMBER OF I6d NAIL5 END-NAILED THROUGH ADJACENT JACK 5TUD5 TO END OF 51LL(5) N.T.S. 5. THE EX. HEATING/ A.G. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF ® EA.SIDE(DOES NOT APPLY To DOORS)(TABLES 3.8,P. 151)4 (TABLE bA PAGE 316) PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE GOMPLIANGE. Q